HomeMy WebLinkAbout09237 CERTIFICATE OF OCCUPANCY
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DEVEL9PMEXTSERVICESs DEPARTMENT
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This certificate is issuedmaccordancewitht a provisions of-the International Building Code
as adopted and amended bythe City ofyP�gporstTownsend = Atthetime of issuance, the indicated
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structure and use was deemed to be m comphafi& with the var Dips codes and ordinances of
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the City of Port Townsend regulating`constructionA� p � y,
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Property Owner: JeffeQj,rson Health Name of Business: Jefferson Healthcare
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Date Issued: March 8, 2010 .as Permit Number: BLD09-237
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o�poRTrp�L CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
wA Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 001094031 PERMIT NO. BLD09-237 ISSUED DATE 01/07/2010 EXPIRATION DATE 07/06/2010
ADDRESS 2500 SIMS WAY CONSTRUCTION TYPE OCCUPANT LOAD
OWNER VERNON I GARRISON LLC PROJECT DESCRIPTION TI 3rd Floor Remax Bldg.
CONTRACTOR QUALITY FLOOR COVERING INC. LENDER
INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT
FRAMING
MISCELLANEOUS
PLUMBING
INSULATION
GWB
CEILING GRID /
FINAL PUBLIC WORKS
FINAL BUILDING I-C) 1, ,{ C, of .
TO REQUEST AN INSPECTION CALL(360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
�o�Ksertop4 QoaT ro
City of Port Townsend
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Fire Department �o
1310 Lawrence Street,Port Townsend, WA 98368WA ,
(360)385-2626 Email: ptfd@ci.port-townsend.wa.us Fax: (360)385-1122
PLAN REVIEW MEMORANDUM
TO: Suzanne Wassmer,DSD
FR: Tom Aumock, Asst. Fire Chie4q �����
DT: 05 April 2005
RE: BLD05-62; Madrona Hill Business Center, SR 20 @ Howard St.
This department is in receipt of the set of plans for the above-referenced proposal from your office.
The above-reference proposal was reviewed by this department relative to the International Fire Code
[I.F.C.], 2003 Edition, and the following constitutes this department's findings and determinations based
upon the plans of record submitted dated 03/21/05.
Findings& Determinations:
1. The proposal was reviewed as a 2-story with daylight basement Group B occupancy with a total of
18,850 square feet of fire area [largest single separated floor area = 6,020 square feet] with a Type VB
construction classification[s]; and,
2. Addressing for the proposal shall be consistent with the Municipal Code for size, and be in a position
as to be plainly visible and legible from the street or road fronting the property. Said numbers shall
contrast with their background [I.F.C. Section 505], and;
a.Tennant identification shall be consistent with Section 408.11.2
3. Key box access to or within the subject structure for emergency services delivery is required to be
installed at the main entry and at the northeast entry location and shall be a SUPRA Suprasafe Model
2HSR-TS (with tamper switch wired to building security), to contain key(s) to gain necessary access to
the structure in its entirety, as required by the Chief of this department [I.F.C. 506]; and,
4. Road access shall be provided for this proposal is found to be consistent with Section 503 and
Appendix D fire apparatus access road design standards.
5. Access to building openings is designed consistent with the I.F.C. Section 504 which requires an
approved access walkway leading from fire apparatus access road(s)to exterior openings that are required
by the Fire Code or Building Code,and;
6. An automatic fire suppression system(sprinklers) is not required under I.F.C. Section 903,
7. An automatic fire detection alarm system is not required for this occupancy under IFC Section 907 of
said Code, however, we do normally recommend the installation of a fire detection and/or alarm system,
and;
CADocuments and Settings\toma\Desktop\Tom's Cabinet\Correspondence\Remax II.doc 4/5/05
8. Fire extinguisher sizing and placement shall meet or exceed IFC Section 906 and NFPA Standard 10,
which normally requires a 2-A:10-B:C fire extinguisher at the exit(s)and;
9. Jurisdiction for fire flow and fire hydrant review for this proposal is derived from the requirements of
the City of Port Townsend Engineering Design Standards, Section 903.2, and,Appendix B and C of the
I. F. C., and applying the maximum spacing rules for mixed use, multi-family, and commercial areas as
defined by this project [see attached concentric fire hydrant spacing map]:
10. The project is not eligible for the area separation fire flow allowance of ITC Section B104. Portions
of buildings separated by fire walls can not have openings. This proposal has fire doors that constitute
openings prohibited by the Code, and ;
11. Fire flow for this proposal is based upon a total fire area of 18,850 square feet. The construction
classification proposed is Type V-B. Fire flow requirement for this proposal is 3,750 gallons per minute
sustainable for two [2] hours, from four[4] fire hydrants
a. H146 at SR20 and Howard Street is the existing hydrant and meets the proximity requirement of
the City's Engineering Design Standard [Chapter 2 "water", Section 1, which requires an existing
fire hydrant within 250 feet of a project site, and;
b. Te following fire hydrants are eligible for this development:
1] H400 at Howard Street and Park Avenue flows 1,975 gpm at 20 psi residual [19 Sept 94 test
date data] and
2] H 146 flows 2,059 gpm at 20 psi residual [22 Dec 00 test date data]
3] H401 at Howard Street and Park Avenue flows 1,975 gpm at 20 psi residual [19 Sept 94 test
date data] and
4] H402 at Howard Street and Park Avenue flows 1,975 gpm at 20 psi residual [19 Sept 94 test
date data] and
c. Based upon the existing flows and location of hydrants adjacent to this proposal, it is the
determination of this office that one [1] new fire hydrant shall be located at the parking lot,which
will also serve the other major structures in the area.
e. Water main infrastructure consists of looped 10—inch main[s] and it is noted that the project
fronts on a 24-inch CT water main on Howard Street that is not allowed to be tapped.
12. The proposed elevator is subject to the design and construction requirements of WAC 296-96, and;
Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this
proposal.
1.0 hours time was consumed in the review of this proposal
It is the administrative determination of this department that the proposal be approved subject to the
aforesaid requirements of the Municipal Code,and International Fire Code.
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City of Port Townsend Development Services Department
eo -min Notice
PERMIT NUMBER )C)�
OWNER
JOB LOCATION
Inspection of this structure has found the following viptatiees;
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v
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date 2 2C�lL� Inspector (C ( ( � `l)�U q
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
City of Port Townsend Development Services Department
T=—Uen Notice
PERMIT NUMBER 0e L?3?
OWNER
JOB LOCATION 2'5-O(-) (jM
Inspection of this structure has found the following vk4a4i"s:
l
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection. %
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Date L I C� Inspector � ,
kl IA'
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DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
City of Port Townsend Development Services Department
Correction Notice
PERMIT NUMBER 01� — 23�
OWNER
JOB LOCATION
Inspection of this structure has found the following violations:
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date Inspector I Y r
DSD Ma Office (360) 379-5095 INSPECTION REQUEST (360) 385 2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
Waterman&Katz Building
181 Quincy Street,Suite 301
Port Townsend,WA 98368
Phone:360-379-5086 Fax 360-385-7675
CITY OF PORT TOWNSEND
CONSTRUCTION PERMIT & INSPECTION RECORD
THIS CARD MUST BE POSTED AT CONSTRUCTION SITE
Call 385-2294 for Inspection
Permit Number: BLD05-062 Issued: 07/19/05 Parcel Number: 001 094 003
Job Address: 2500 Sims Way Zoning: C-II Type: V-B Occupancy: B
Occupant Load: 60 per floor Nature of Work: Construct 2-story office building with basement
including lobbies, stairway enclosures, toilet rooms and egress corridors; all other
interior office space shall be permitted as tenant improvement under separate permit
Owner: Vernon Garrison Contractor: Garrison Construction VERNOGCO62Q8
Vern Garrison 301-2009
GENERAL CONDITIONS APPLY: See Last Page
SEPARATE PERMITS REQUIRED:
Electrical Permit— Contact WA State Dept. of Labor & Industries 360-417-2702
Deferred Submittals— TI, Mechanical, Lighting„ Final Landscaping, Stormwater and Parking
Plans
Street and Utility Development Permit—contact Francesca Franklin @ 379-5093
NOTE: This structure must be compatible with
foundation design and comply with all applicable codes and regulations; outdoor
construction activities are limited to 7.00 a.m. to 6:00 p.m., Monday through Friday and
prohibited on weekends and national holidays
****Special Inspection is required for structural welding per IBC Section 1704. The Special
Inspector shall be an ICBO certified inspector listed in the current editions of the WABO
"Agency and Inspector Register: or present ICBO credentials to the Building Department ELi2f
to performing inspections. Special Inspection Reports shall be copied to the Building Department
in a timely manner. Permit Holder or Permit Holder's Agent shall review and oversee correction
of any and all deficiencies noted by required special inspections.****
REQUIRED INSPECTIONS APPROVED/DATE
See also foundation Inspection Record BLD05-062R-1
GRADING
See MIS O4-008R-1
FOOTINGS/FOUNDATION/SLAB/UNDERGROUND
PLUMBING —see foundation permit R-1
CALL 48 hours before you dig for Utility line locates
1-800-424-5555
Page 1 of 6
Building Permit#BLD05-062
REQUIRED INSPECTIONS APPROVED/DATE
FLOOR FRAMING—hot—dipped galvanized fasteners shall be
used in all applications that contact pressure-treated wood
Girders and Beams—per engineering
Pressure-Treated Plates
Treated Wood to Concrete
Anchor Bolts and Washers—per shear wall schedule, Sheet S2.1
Joists—engineered BCI joist plan for blocking, etc. shall be on-
site at time of inspection
Blocking
Rim Joists
Hangers
Positive Connections
Holdown Straps—per shear wall schedule, Sheet S2.1
PLUMBING
Barrier free required for restrooms and drinking fountains
Rough-In (drain, waste and vent)
Water Supply (60 psi)
Hose Bibbs (backflow protection required)
Pipe Insulation (R-3)
Water Heaters
Pressure Relief Valve Drain to exterior
Seismic Straps @ 1/3 points
R-10 pad
Licensed Plumbing Contractor's Signature &
License Number:
Sign Here:
MECHANICAL
Heating and ventilation as deferred submittal
SHEARWALLS & HOLDOWNS Inspection required prior to
cover; refer to Shear Wall Schedule, Sheet S2.1
ELEVATOR/SUMP—refer to sheet A.4
Framing
Hoist Beam
Blocking
Positive Connections
Shaft Venting
Controls—per barrier-free standards
Signage
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 2 of 6
Building Permit#BLD05-062
REQUIRED INSPECTIONS APPROVED/DATE
FRAMING
Basement shall meet definition of basement per 2003 IBC
Walls—typical framing details on Sheets A8., S.I. and S3.4
Interior Wall to Sill Plate Connection— %"powder actuated
fasteners with minimum I 'V2" minimum penetration @ 24" o.c.
Column Framing in Wall—refer to Sheet 3.4
Posts/Columns
Positive Connections—refer to Sheet S2.0 for attachment of
post-to-concrete and post-to-beam connections
Blocking
Windows—U-factor .40 for electric; .75 for non-electric
Safety Glazing
Air Seal
Doors
Exterior Door U-factor
20-minute rated @ corridors, self-closing
1-hour @ rated stair enclosure, self-closing
Thresholds— %2" maximum
Roof—engineered truss plan shall be on-site @ time of inspection
Truss Connection Details—Sheet 3.4
Parapet Framing Details—Sheet 3.4
Roof framing @ elevator—Sheet 3.4
RTU Attachment—Sheet 8.1
Roof Drainage
Roof Venting and Attic Access
Fireblocking per IBC 717
FireStopping @ penetrations per IBC 712
Fire Dampers required @ corridor penetrations unless in
compliance with IBC 716.5.4
Draftstop per IBC 717: 1000 feet for floor; 3000 feet for roof
Stairs
Rise: 7" maximum, 4" minimum
Run: I I" minimum
Nosing
Weather Resistive Barrier
INSULATION
Walls—minimum R-19R-11; R-10 is using exterior basement wall
insulation
Floors—separating heated/unheated space @ R-30/R-19
Roofs: R-38/R-30 w/baffles (if applicable)
R-10 under water heater
Vapor Barrier
Mechanical/Electrical Room Separation(if applicable)
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 3 of 6
Building Permit#BLD05-062
REQUIRED INSPECTIONS APPROVED/DATE
DRYWALL NAILING—architect shall submit one-hour fire-
rated assemblies for corridor and stairway enclosure
Walls
Ceilings
Elevator Shaft
Corridor Construction—one-hour w/20 min. self-closing doors
Exit Enclosure—one-hour with60 min. self-closing doors
SUSPENDED CEILING—inspection required prior to ceiling
tile installation; see attached ASTM 636
Frame
Supports
Bracing
LIGHTING
Interior—as deferred submittal including controls, daylight zones,
etc.
Exterior—as deferred submittal in compliance with 20031MC
NREC requirements and Commercial Design Review Standards
CANOPY
Framing and Connections—Sheet 8.1 & 3.3
ROCK RETAINING WALL
See engineered details
Handrails (if ramped walking surface)
Guardrails (if walking surface> 30" above grade)
PARKING/LANDSCAPINGBIKE PARKING/STREET
FRONTAGE IMPROVEMENTS
Barrier free spaces and signage required
Contact Rick Sepler @ 385-2294 to request inspection of SEPA
and Design Review conditions
PUBLIC WORKS APPROVAL—contact Alex Angud @ 385-
2294 to request inspection
Water
Sewer
Streets
Stormwater
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 4 of 6
Building Permit#BLD05-062
REQUIRED INSPECTIONS APPROVED/DATE
FINAL
Fire Department Approval
Fire Dampers (if applicable)
Property Address Posted—minimum 5"numbers
Labor & Industries Electrical Division Approval
Labor & Industries Elevator Division Approval
Barrier Free Access to Building
Door Clearances
Thresholds—maximum '/2"
Lever Hardware
Ramps
Stairs
Handrails & Handrail Extensions
Braille/Pictogram Restroom Signage
Van Accessible Parking Stall and Signage
Water Fountain
Plumbing—barrier free required
Oval, split-front we seats
Sink pipes wrapped
Mounting Heights
Grab Bars
Floors, walls and baseboards per IBC Section 1210
Mechanical—heating and ventilation as deferred submittal; see
mechanical permit
Stairs, Landings, Handrails & Extensions, Guardrails, Ramps
Rated, self-closing doors @ stairs and corridors
Exit Signage
Exit Illumination
Door Signage @ main door if key-locking hardware installed on
egress side
Vapor Barrier PaintCertificate
Insulation Certificate
Building—Final
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 5 of 6 -
Building Permit tlBLD05-062
GENERAL CONDITIONS
1. Contractors working on this project are required to have a Labor& Industries
contractor's registration number and a City business license. Failure to provide proof of
this documentation prior to work may result in job shut down while this is accomplished.
2. Temporary erosion and sediment control (TESC) measures shall be installed on-site and
inspected prior to beginning construction; call 385-2294. Measures shall include
installation of silt fencing and graveled construction entrance (see attached details).
Adjacent rights-of-way shall be kept free of dirt debris. Soils exposed during construction
shall be temporarily stabilized with mulching,plastic sheeting, etc. Soils shall be
permanently stabilized with seeding, plantings,sodding, etc. once construction is complete.
Applicant is responsible for protection of adjacent properties.
3. All elements of engineering including nailing, holdowns, sheathing, and alternate braced
wall panels (ABWP) require inspection prior to cover.
4. Owner or owner's agent shall review and oversee correction of any and all deficiencies
noted by required inspections.
5. Re-inspection is required after inspection report corrections are completed.
6. The Building Department is unable to pass final inspection on your project until Public
Works requirements have been completed and inspected. For Public Works inspection call
385-2294. A minimum of twenty-four hours notice is required. Public Works approval
must be received prior to scheduling the Building Department's final inspection.
7. Final Inspections are required prior to occupancy; A Certificate of Occupancy is required
for a non-residential project.
8. All building permits expire -if no progress has been made within six months, or if no
inspections are done by the Building Department within one year. Call for at least one
inspection per year to keep your building permit active.
9. Revisions require review and approval prior to making changes in the field. Contact the
Building Department at 379-5086 prior to making changes to the approved plans.
10. POST THIS PERMIT ON-SITE WITH THE APPROVED PLANS.
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 6 of 6
CITY OF PORT TOWNSEND
ADDENDUM TO SEPA
MITIGATED DETERMINATION OF NONSIGNIFICANCE (MDNS)
Proposal: Construction of 17,472 square feet of commercial retail/office space, on
approximately 40,000 square feet of land located within the C-II zoning district. Parking for
approximately 60 cars would be provided, accessed via Howard Street. The proposed building
will be subject to Commercial Design Review. The completed project will include landscaping
and will meet the provisions of PTMC Chapter 19.06, Tree Conservation. Interim street
improvements will be provided pending the potential establishment of a Howard Street Local
Improvement District (LID). Infrastructure costs for permanent improvements will be assured
by bonding or similar approved means of guarantee.
Prior SEPA review for the construction of three buildings on this site was completed on June 2,
2004. This SEPA addendum is required to address a modified proposal that will involve the
construction of a singular larger building and increased site grading. Revised andlor
additional mitigating measures that address these changes have been required.
File Reference: LUP 04-020
Proponent: Vern Garrison
714 P Street
Port Townsend, WA 98368
(360) 379.0548
Location/Legal Description: The project site is located on Lot 1 of the Wolcott Short Plat,
located at the northwest corner of Sims Way (SR 20) and Howard Street. The Jefferson County
Assessor's parcel number for the parent property is 001 094 003 lying within Section 10,
Township 30 North, Range 1 West, WM.
Threshold Determination: A Mitigated Determination of Non-Significance was issued on June
2°a, 2004 and is hereby incorporated by reference. The lead agency for this proposal has
determined that, with proper mitigation, the revised project does not have a probable significant
adverse impact on the environment. An environmental impact statement(EIS) is not required
under RCW 43.21C.030(2)(c). This decision was made after review of amendments to the
environmental checklist and other information on file with the lead agency. This information is
available to the public upon request.
This-SEPA Addendum is issued under WAC 197-11-600(4)(c) and 197-11-625; A SEPA
Addendum is appropriate when a project has been revised and the changes do not result in any
new significant environmental impacts. A comment and appeal period is not required. This
SEPA Addendum is being provided to affected agencies and interested persons; however, there
is no comment or appeal period.
Responsible Official: David Wright, Interim Director, Development Services Department
181 Quincy Street, Suite 301
Port Townsend, WA 98368
(360) 37 -5085
Signature: Date: February 16, 2005
SEPA Addendum LUP 04-020
February 16. 2005
Page 2 of I 1
TO: All Permit and Review Authorities
ENVIRONMENTAL RECORD
The environmental review consisted of analysis based on the following documents included in
the environmental record.
DOCUMENTS/REFERENCES:
• Exhibit A: Mitigated Determination of Non-significance, with exhibits issued on
June 2, 2004,
• Exhibit B: Revised Site Plan received January 25, 2005.
• Exhibit C: Landscaping Plan received January 25, 2005.
• Exhibit D: Commercial Design Review Submittals (proposed elevations and floor
plans)received January 25, 2005.
Unless otherwise noted, the above information is available for review at the Development
Services Department, Waterman & Katz Building, 181 Quincy Street, Suite 301, between the
hours of 8:00 AM to 4:00 PM Monday through Friday.
ENVIRONMENTAL REVIEW BACKGROUND
Prior SEPA review for the construction of three buildings on this site was completed on June 2,
2004. This SEPA addendum is required to address a modified proposal that will involve the
construction of a singular, larger building and increased site grading. Revised and/or additional
mitigating measures that address these changes have been required.
I. Revised Proposal Project Description
The revised project will consist of one building with approximately 17,000 square feet of floor
area as compared to the total of 15,000 square feet of area associated with the three buildings
originally proposed for the site. The proposed building will be located fronting Sims Way (SR
20) and will result in more extensive site grading than originally evaluated. Approximately
2,040 cubic yards of material will be removed with approximately 460 cubic yards being
retained on site as fill. The next export of material will be 1,580 cubic yards which is proposed
to be stored on the adjacent Lot 2 of the Wolcott Short Plat. The proposed use of the building is
to accommodate Re-Max Realty's offices. Commercial space will also be available fronting
Sims Way. No proposed tenants have been identified.
II. DSD Permits/Approvals Required
• Building Permit
• Street and Utility Development Permit
• Clearing and Grading Permit
• Commercial and Mixed Use Architectural and Site Design Permit
• Tree Conservation Permit
• Sign Permits
• Landscaping and Parking Plan Approval
• Exterior Lighting Plan
SEPA Addendum LUP 04-020
February 16. 2005
Page 3 of 11
III. Analysis
The following analysis supplements and amends that contained in the MDNS issued on June 2,
2004.
The proposed modifications to the proposal will effect the environment in the following areas:
a. Earth.
The modified proposal increases the amount of excavation on-site and results in a net export of
materials to an adjacent property (Lot 2, Wolcott Short Plat). Expanded grading will require a
revised grading plan. To reduce impacts to traffic, grading should be accomplished from the
Howard Street Right-of-way (ROW). A Traffic Control Plan should be prepared to address the
use of portions of the Howard Street ROW to facilitate site grading. Coordination with the
Washington State Department of Transportation (WDOT) will be required to address potential
impacts from the proposed excavation on the use of SR 20. In addition, the off-site placement of
materials on Lot 2, Wolcott Short Plat should not harm significant trees, unless such action is
permitted through the approval of a tree conservation plan.
b. Water Runoff.
The modified proposal will require revision to the submitted Stormwater Plan to address site ( �
plan alterations. If infiltration is proposed, testing that demonstrates soil suitability should be
included within the revised Plan. In addition, the off-site area(Lot 2, Wolcott Short Plat) that ffII
has been identified as the receiving area for excavated materials will need to be included in the b�
revised Temporary Erosion and Sedimentation Control (TESC)Plan.
C. Plants.
The modified proposal will remove trees that were previously identified for retention. The
removal of trees warrants review consistent with the standards and requirements of Chapter
19.06 PTMC (Tree Conservation). The Tree Conservation Plan should include the off-site
receiving area for excavated materials. In addition, every effort should be made to avoid,
preserve or relocate existing street trees found within the Howard Street ROW.
d. Transportation.
The modified proposal indicates that site ingress/egress will be facilitated from Howard Street.
Access from SR 20 and or the adjacent Hilltop Tavern site is no longer anticipated at this time.
However, the Applicant wishes to preserve alternative access options for future use. Therefore,
the access alternatives established in the MDNS remain appropriate.
The Applicant will be responsible for the cost and establishment of transportation
improvements directly associated with the subject proposal that are over and above those
guaranteed by the Wolcott Short Plat.
e. Utilities.
Currently, water and sewer service does not adequately serve the subject lot. However,
subsequent to the issuance of the MDNS, the Wolcott Short Plat received Final Plat Approval.
Utility improvements have been guaranteed by the Wolcott Short Plat. Expenditure of the
guaranteed funds should occur concurrent with site development. Water service should be
SEPA Addendum LUP 04-020
February 16. 2005
Page 4 of 11
- - -- -established prior to framing inspection. Sewer service should be established prior to issuance-of
a Certificate of Occupancy. No temporary service connections should be allowed.
The Applicant will be responsible for the cost and establishment of utility requirements directly
associated with the subject proposal that are over and above those guaranteed by the Wolcott
Short Plat.
IV. Modified or New Mitigation Measures. The mitigation measures provided below have
been modified to address the revised proposal. (New or modified measures are indicated by
underline, measures no longer in effect are indicated by str4kethfough). For the purposes of
ensuring clarity and consistency, ALL mitigating measures are show.
PRIOR TO CLEARING AND GRADING:
1. To mitigate potential water and soil erosion hazards, a clearing and grading permit
application together with final engineered plans for clearing, grading and temporary
erosion and sediment controls (TESC) must be submitted to the BCD Department. A
separate clearing and grading permit will only be required if grading will occur prior to the
issuance of a building permit. The Clearing and Grading Plan and TESC shall include a
detailed narrative explaining the proposed method and approach to be used to grade the
site. The Clearing and Grading Plan and TESC shall include and address the off site
receiving area for excavated materials To the greatest extent possible grading activities
shall be accessed from the Howard Street ROW. A Traffic Control Plan shall b prepared
and submitted for review that addresses the use of the Howard Street ROW Durin
grading activities. every effort shall be made to avoid protect or relocate existing street
trees located within the Howard Street ROW. The applicant shall contact the Washington
State Department of Transportation and obtain all necessary permits and approvals-prior to
any use of the SR 20 ROW for site grading These plans shall be reviewed by BCD with
the Public Works Department for compliance with the Port Townsend Engineering Design
Standards and the Department of Ecology Stormwater Management Manual (DOE
SWMM). Temporary erosion and sediment control measures shall be installed as
specified by the approved plans before beginning clearing and grading activities and shall
be maintained until the city Public Works Department deems them unnecessary. If
removal of soils from the site is required, the applicant shall first notify the Director of
Building and Community Development(BCD) of the destination of the soil. If the
destination site is within the City of Port Townsend, the BCD Director must approve the
location of the site and the necessary erosion control measures associated with the soil
relocation.
2. If earth disturbance occurs in drier months, water shall be applied as a dust suppressant.
3. A copy of these mitigation measures shall be given to andread by the project contractor
and all sub-contractors prior to beginning construction, and a list of these mitigation
measures shall be prominently posted at the site in a waterproof container or bag.
SEPA Addendum LUP 04-020
February 16. 2005
Page 5 of 11
4. To mitigate potential impacts to transportation and utilities, the applicant shall prepare
an agreement, in a form acceptable to the City Attorney, stipulating the means of
providing assurance for costs associated with the future construction of required street,
utility and frontage improvements, and further providing that, in addition to other
remedies, failure to timely complete the improvements on direction of the City allows
the City to revoke occupancy permits and enforce a failure as a violation of the zoning
code. Upon determining that the improvements will be required, the City shall notify the
applicant in writing and inform him that appropriate development permit applications
and materials must be submitted to the City within ninety (90) days from the date of the
notice. The applicant shall be allowed one-hundred and eighty (180) days from the date
of development permit approval to construct the improvements. Should the applicant
fail to construct the improvements within the allotted time period, the City shall revoke
the occupancy permit and initiate an enforcement action.
The required construction of these improvements shall be temporarily suspended
pending the evaluation of the formation of a Local Improvement District(LID). The
period of the temporary suspension of required improvements shall not exceed three (3)
years from the date of the initial agreement unless extended by agreement of both the
City and the applicant. ,All proposed means of assurance must be irrevocable until
extinguished by mutual agreement of the City and the applicant and shall run with the
land.
The Applicant shall be responsible for the cost and establishment of transportation
improvements directly associated with the subject proposal that are over and above
those guaranteed by the Wolcott Short Plat
\ 5 The applicant shall establish required street and utility improvements or shall prepare a
preliminary estimate of required street and utility construction costs associated with the
proposal that are required b the ro'ect and are over and above those as Q,� surcd by the
Wolcott Short Plat). The amount of the estimate shall be 100 percent of the estimated
cost for the City to construct the improvements. This estimate shall be evaluated by the
Public Works Director, who after consultation with the applicant and review shall
determine the final amount to be assured.
5. The applicants shall prepare and submit a No Protest Agreement to the formation of a
Local Improvement District(LID) supporting the establishment of a regional sewer lift
station. The No Protest Agreement, after approval as to form and manner of execution
by the City Attorney, shall be recorded with the County Auditor.
6. The applicants shall prepare and submit a No Protest Agreement to the formation of a
Local Improvement District(LID) supporting the improvement of Howard Street and
the Howard Street/ SR 20 intersection. The No Protest Agreement, after approval as to
form and manner of execution by the City Attorney, shall be recorded with the County
Auditor.
SEPA Addendum LUP 04-020
February 16. 2005
Page 6 of 11
PRIOR TO ISSUANCE OF THE BUILDING PERMIT
7. A revised site plan shall.be submitted that illustrates the relocation of the proposed
buildings and all proposed structures such that they do not encroach on, or intrude within,
the easements established for Lot 1 of the Wolcott Short Plat(LUP96-00068). The areas
with these easement areas shall be reserved for temporary trail and landscape use.
8. To mitigate transportation impacts to the City's streets and to ensure compliance with City
Engineering Design Standards and city codes related to site layout, frontage requirements,
and utility service, the following plans must be prepared and submitted with a completed
application for a Street and Utility Development Permit for work proposed in city rights-
of-way." The applicant is strongly encouraged to consult with the Public Works
Department via a Technical Conference prior to commencing with engineering design.
The required plans should be submitted with the completed building permit application
and include:
a. A parking plan including the subject building uses,parking stall dimensions and
numbers, ADA parking, the bicycle rack location, provisions for pedestrian access
through the parking lot, and provisions for landscape screening meeting the
requirements of PTMC Chapter 17.72 and PTMC 17.20. In addition, the parking
plan shall include all internal circulation driveways, the joint use parking area and
the common access driveway. To mitigate impacts to circulation the joint use
e
parking area shall be paved and striped in compliance with Section 17.72 PTMC.
Internal circulation as proposed in the parking plan shall accommodate the turning
radius of dial-a-ride vans and emergency vehicles. To mitigate impacts to bicycle
parking'the final site and parking plan shall show a bicycle parking area. Bicycle
parking should be located as close as possible to customer and employee entrances.
Covered bicycle parking is strongly recommended. The final parking plan must be
approved by the BCD Director in consultation with the Public Works and Fire
Departments prior to issuance of the building permit. Preparation of the parking
plan should be coordinated with the landscaping plan.
b. Plans for the temporary street frontage improvements including the locations of
driveway(s), six foot(6') wide soft-surface trails and drainage facilities.
Temporary street frontage designs shall be approved by the Public Works Director
prior to issuance of the building permit. Please contact Francesca Franklin at 379-
5093 for details.
C. In order to mitigate impacts to transportation associated with site access and
parking the applicant shall comply in full with ONE of the following mitigation
approaches:
i. Engineered plans for SR 20 improvements as required by WASHDOT.
These plans shall show the location of the proposed"C"curbing on the
mainline (SR 20) between the eastbound left turns at the proposed access
SEPA Addendum LUP 04-020
February 16. 2005
Page 7 of 11
and the location of signage (right turn only) and curbing (along the Hilltop
Tavern frontage)that defines the proposed joint use access driveway. The
intent of defining the entrance is to prevent left turn motions from the
driveway. The design of the curbing shall prevent circumvention of this
restriction by encouraging traffic to exit via Howard Street rather than from
other points on the Hilltop property. These plans shall be approved by the
City Engineer and WASHDOT and all work shall be completed prior to the
issuance of a Certificate of Occupancy.
OR
ii. Engineered plans for consolidated access and SR 20 improvements for the
subject property and the adjacent Hilltop Tavern property. These plans
shall show a common, consolidated access driveway that serves both the
Hilltop Tavern and the subject project from Sims Way (SR 20). This
common access driveway shall be located no closer than three-hundred and
thirty-three (333') from Howard Street. The driveway shall be paved, as
shall the internal roadway connection to the parking areas serving the
subject project. Stormwater runoff from all proposed off-site impervious
surfaces shall be accommodated consistent with City Standards. The
engineered plans and a signed letter of agreement from the adjacent
property owner shall be submitted to both the City and WASHDOT for
their review and (if found consistent with adopted standards) approval.
OR
iii. A revised parking plan (see Mitigation Measure 8(a) above)'that eliminates
the need for a common access driveway on Sims Way(SR 20). The revised
parking plan shall establish a reserve parking area on the subject property.
The reserve parking area shall be accessed from the Howard Street entrance
to the property and shall be sized to accommodate no less than twelve (12)
full size parking spaces. The reserve parking area shall not be required to
be improved until such time (if ever)that building uses require additional
spaces(consistent with the requirements of Table 17.72.080 PTMC).
Access to proposed building "C" shall be provided from the Howard Street
access driveway. This access shall be paved and shall be segregated and
physically separated from the Hill Top Tavern's adjacent unimproved
parking area. Egress to Sims Way(SR 20) from the project shall not be
available though the Hill Top Tavern parking area. The applicant
acknowledges that the reserve area may be required to be improved prior to
use or change of use of the proposed buildings (consistent with Section
17.72.060 PTMC).
d. Engineered plans for tee water service and sewer service for the project
including provisions for any necessary fire flow improvements and/or hydrant(s).
The Fire Department must establish fire flow requirements for the project. It is the
SEPA Addendum LUP 04-020
February 16. 2005
Page 8 of 11
applicant's responsibility to meet those requirements if the existing system is
inadequate.
e. A final engineered stormwater drainage plan including construction drawings
complying with the requirements of the Puget Sound Stormwater Management
Manual and the Port Townsend Engineering Design standards must be submitted to
BCD and approved by the Public Works Department prior to the issuance of the
building permit. If on-site infiltration is proposed the results of field testing
confirming soil suitability shall be included in the plan The plan shall include the
detention, treatment and release of stormwater from the joint building, parking
area.. and the off-site receiving area used to store excavated materials from the
subject lot
f. A request(If applicable. See 8(c) above) for Joint Use Parking approval consistent
with the requirements of Section 17.72.140 PTMC.
9. An application for an Access Connection Permit for the joint access driveway shall be
submitted to WASHDOT(If applicable. See 8(c) above). The application shall be
approved prior to any construction activities associated with the Joint use parking area or
it's related access points.
10. To mitigate aesthetic impacts of the proposal a landscaping plan shall be submitted to
BCD for review and approval. The landscaping plan shall comply with the requirements
of PTMC 17.72 and PTMC 17.20. The plan should include native and drought tolerant
plant species to conserve irrigation water and provisions for irrigation until plants are
established. A list of native and drought tolerant plants is available at the BCD office.
The final plan shall be drawn to scale showing all property lines and the following
information:
a. Any proposed or existing physical elements, such as fencing, berms, walls,
buildings, curbs, and lighting, that affect the overall landscape;
b. The location of all proposed plants, number of plants, and the species are to be
shown by botanical and/or common name. A planting schedule shall be included
that shows all plants, quantities, sizes at planting and spacing.
A Tree Conservation Plan prepared consistent with the requirements Chanter 19.06 PTMC
shall be submitted for the review and permit. shall be approved prior to the issuance of a buildin
11. To mitigate potential lighting impacts to adjacent properties and street rights-of-way, the
applicant will submit an exterior lighting plan (including any parking lot light poles) for
review and approval by the BCD Director. Illumination intensity shall be kept to a
minimum, and all lighting fixtures shall be shielded, and pointed downward, including
lighting for signs. The lighting shall include proposed average illumination levels and be
designed so as not to cause glare or light spillage to adjacent streets or other off-site
SEPA Addendum LUP 04-020
February 16. 2005
Page 9 of 11
properties. Revisions to the lighting may be required if the Director of BCD determines
that installed lighting fails to meet the above performance standards. To reduce off--site
glare impacts, pole mounted light fixtures shall not exceed 15 feet in height.
Additionally, no mercury vapor or halogen lights are permitted in any exterior or
parking lot light fixture. The use of high or low pressure sodium type fixtures is
encouraged.
DURING CONSTRUCTION
12. New power and telephone lines must be placed underground where feasible, as determined
by the Public Works Director.
13. To avoid environmental health hazards during construction, emergency spill and cleanup
procedures shall be explained to all workers on the site and a point of contact will be
designated.
14. All construction contracts shall specify that all diesel, gasoline and air-powered equipment
must be properly muffled or silenced.
15. To mitigate potential impacts to archeological resources that may be discovered during
excavation, work should be stopped immediately if such materials are discovered and the
State Historic Preservation Officer contacted immediately. Work may not resume until
approval is obtained from the Director of Building and Community Development.
16. To mitigate the impact of construction noise outside construction activities shall be
limited to 7:00 a.m. to 6:00 p.m.. Any necessary exceptions must be approved in
advance by the Building and Community Development Director.
PRIOR TO CERTIFICATE OF OCCUPANCY
17. To mitigate potential impacts to transportation and utilities, the applicant shall provide,
in the form identified as acceptable to the City Attorney, irrevocable financial assurance
that guarantees and secures costs associated with the future construction of required
street, utility and frontage improvements consistent with the agreement described in
Mitigation'Measure 5 (above), and further providing that,addition to other remedies,
failure to timely complete the improvements on direction of the City allows the City to
revoke occupancy permits and enforce a failure as a violation of the zoning code. Upon
determining that the improvements will be required, the City shall notify the applicant in
writing and inform him that appropriate development permit applications and materials
must be submitted to the City within ninety (90) days from the date of the notice. The
applicant shall be allowed one-hundred and eighty (180) days from the date of
development permit approval to construct the,improvements. Should the applicant fail
to construct the improvements within the allotted time period, the City shall revoke the
occupancy permit and initiate an enforcement action. The required construction of these
improvements shall be temporarily suspended pending the evaluation of the formation of
SEPA Addendum LUP 04-020
February 16. 2005
Page 10 of 11
a Local Improvement District(LID). The period of the temporary suspension of
required improvements shall not exceed three (3) years from the date of the initial
agreement unless extended by agreement of both the City and the applicant. The
irrevocable means of assurance shall continue until extinguished by mutual agreement of
the City and the applicant and shall run with the land.
18. Landscaping as per the approved landscape plan shall be installed prior to issuance of
the certificate of occupancy or a performance security shall be obtained by the Director.
The amount of the performance security shall be based upon the current cost estimate of
all plant materials and landscape construction costs. The performance security shall
consist of a performance bond in a form acceptable to the City Attorney and in an
amount acceptable to the Director. Cash deposited in an escrow account may also be
accepted by the city. All required plantings shall be installed within six months of
approving the performance security.
19. All temporary improvements as specified by the Street and Utility Development Permit
shall be installed, inspected and approved by the Public Works Department prior to the
final certificate of occupancy. These improvements shall include but are not limited to
water and sewer connections, driveways, trails and stormwater facilities.
20. The proposed stormwater treatment facilities and drainage system located on-site will be
privately operated and maintained by the property owner. As a condition of approval an
operation and maintenance plan and covenants ensuring perpetual operation and
maintenance of the facilities must be prepared, approved by Public Works, and the
covenants recorded with the Jefferson County Auditor's Office.
21. The developer will construct all pedestrian and parking facilities specified in the
approved parking and site plans prior to issuance of the final occupancy permit.
22. The landowner shall perpetually maintain the landscaping, and pedestrian walkways in
adjacent street rights-of-way.
ONGOING
23. Prior to preparing or installing new signs, it will be necessary to obtain a sign permit.
Please contact Rick Sepler of the BCD Department at 385-0644 for signage
requirements.
24. All landscaping shall be continually maintained in a healthy growing condition by the
property owner. Dead or dying trees, shrubs or groundcover shall be replaced
immediately, and the planting areas shall be routinely maintained.
25. Revisions to the approved landscaping and lighting plans may also be required if the
Director determines that the installed landscaping has failed to perform as designed.
SEPA Addendum LUP 04-020
February 16. 2005
Page 11 of 11
26. The applicant shall maintain all private stormwater facilities in conformance with the
approved operation and maintenance plan.
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CERTIFICATE OF OCCUPANCY
CITY 0EPURTTOWNSEND
DEVE ElNT EPARTMENT
This certificate is issued n accerdance with the rov s o. 0 _ he INnternational Building Code
as adopted and amended` IN the City of Por-;t�To:wnsend A the,t me of issuance, the indicated
ke
,
structure and use was deemed to be inn-com t#, e with the various codes and ordinances of
�,;:
the City of Port Townsend regulating�constructron, use and "occupancy,of buildings.
IC
Property Owner: Jefferson Health of Business: Jefferson Healthcare
Building Address: 2500-Simms Way _ Occupa=ncy Group: B
N, - Y
Type of <' VB Zone: C II
Construction: .
Date Issued: March 8, 2010 Permit Number: BLD09-237
Building Official
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT # 3Lb O 9 - 2 31 DATE RECEIVED 1 Z-y g- 09
SCOPE OF WORK:
r�dn f �e►�.,a�x 4ldq
DATE ACTION INITIALS
ENTERED INTO CHET w tW
CHECKED FOR COMPLETENESS
-F t
k I + J o
vt co f - Cov Femr,c_ecorny,
I7c� e e Gscc 3031 2 Q 0 6, l8L
Zoning:
Setbacks OK?
Lot Size:
Building Size:
Lot Coverage:
FAR OK?
Height OK?
Parkin OK?
Critical Area?
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
1
O�QORTTO�y BUILDING PERMIT
City of Port Townsend
` = ' Development Services Department
TWA
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-237
Permit Type Commercial Tenant Improvement Project Name TI 3rd Floor Remax Bldg.
Site Address 2500 SIMS WAY Parcel# 001094031
Project Description
TI 3rd Floor Remax Bldg.
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Jefferson Healthcare
Owner Vernon I Garrison Llc (360)379-0548
Contractor Owner Builder Q- STATE exempt 12/31/2010
Fee Information Project Details
Project Valuation $71,800.00 Entered Bid Valuation 71,800 DOLL
Plan Review Fee 518.54 Units: Heat Type: HEAT PUMP
PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type:
PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type: B
State Building Code Council Fee 4.50
Technology Fee for Building Permit 15.96
Building Permit Fee 797.75
Record Retention Fee for Building 10.00
Permit
Total Fees $ 1,346.75
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the.application for this pen-nit is true and accurate to the best of my knowledge. I further certify
that I am the owner the property or authorized agent of the owner.
Print Nam _ �`� 1/� Date Issued: 01/07/2010
Issued By: MWnY
Signature �� '2 t� ��` Date Expires: 08/01/2010
o�pORT>O�y CONSTRUCTION PROGRESS RECORD
�= CITY OF PORT TOWNSEND
0
wA Development Services Department
250 Madison Street, Suite 3, Port Townsend,WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 001094031 PERMIT NO. BLD09-237 ISSUED DATE 01/07/2010 EXPIRATION DATE 08/01/2010
ADDRESS 2500 SIMS WAY CONSTRUCTION TYPE OCCUPANT LOAD
OWNER VERNON I GARRISON LLC PROJECT DESCRIPTION TI 3rd Floor Remax Bldg.
CONTRACTOR OWNER BUILDER LENDER
INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT
FRAMING
MECHANICAL DUCTWOF
MISCELLANEOUS
PLUMBING
INSULATION
GWB
CEILING GRID
FINAL PUBLIC WORKS
FINAL BUILDING
TO REQUEST AN INSPECTION CALL(360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
�o�QORTTo�y� BUILDING PERMIT
City of Port Townsend
Development Services Department
awns ' 250 Madison Street,Suite 3, Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-237
Permit Type Commercial Tenant Improvement Project Name TI 3rd Floor Remax Bldg.
Site Address 2500 SIMS WAY Parcel# 001094031
Project Description
TI 3rd Floor Remax Bldg.
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Jefferson Healthcare
Owner Vernon I Garrison Llc0���'�j(�.d��i
Contractor Quality Floo vering Rodne better (360) 48-7500 CITY 007675 12/31/2010
Inc
Contractor Quality Flo overing Ro y Ledbetter (360) 848-7500 STATE QUALIFC936J] 04/05/2011
Inc.
Fee Information Project Details
Project Valuation $71,800.00 Entered Bid Valuation 71,800 DOLL
Plan Review Fee 518.54 Units: Heat Type: HEAT PUMP
PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: Construction Type:
PLAN REVIEW REFUND 150 -150.00 Bathrooms: Occupancy Type: B
State Building Code Council Fee 4.50
Technology Fee for Building Permit 15.96
Building Permit Fee 797.75
Record Retention Fee for Building 10.00
Permit
Total Fees 1,346.75
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. 1 further certify
that I am the owned of ifi property or authors ed agent of the owner.
(, I Il
Print Name �` C' V v C..`��\ SC __ Date Issued: O1/07/2010
/ Issued By: MWAY
Signature / Date ( " 0 / 0 Date Expires: 07/06/2010
lb
In I In Development Services
Ll tl, - 0 LUUJ IaJ
°Fe°RTTO�y u U
. 250.Madison Street, Suite 3
s2 Port Townsend WA 98368
CITY OF PORT TOWNSEND Phone: 360-379-5095
DSD Fax 360-344-4619
9'Fgc wA www.cityofpt.us
Commercial Building Permit Application
Project Address &Zoning District: Legal Description (or Tax#): Office Use Only
Addition: L&Jo I e -W 56,d ( rmit
S� Block: #
o(DI &24 Wo 3l
Parcel Lot(s): ` _Associated Permits:
Project Description:
—t— Y.t S o o 0 v ACX
Applications accepted by mail must include a check for initial plan review fee o $150
➢ See the"Commercial Building Permit Application Checklist"for details on
plan submittal requirements.
Property O ner: Lender Information:
Name:_ P—V I& &c�_y V 1. S 43 Lender information must be provided for projects
Address: e� over$5,000 in valuation per RCW 19.27.095.
City/St/Zip: l/`E q�o Name:
Phone: 1-b1�s Project Valuation: $ , O
Email:
Construction Type: 1-5- 8
Contact/ presentative:
Name: •� ♦ V�I\ G AOccupancy Rating:
Address: Building Information (square feet):
City/St/Zip: At l t�S e H $ 1st floor�!o Restrooms:�
Phone-.3(60 -.t3S tS p.; Q4".oJZ6 2ndfloor gJ60 Deck(nr:
Email: L&,cage 1S _LA r r'�. V 3`d floor4a&_ Storage:
Basement: Is it finished? Yes No
Contractor: Other:
Name: New ❑ Addition ❑ Remodel/Repair
Address: v Change of Use ❑
City/St/Zip: V_50t
(p lri
Email: `J ` p VQ Total Lot Coverage(Building Footprint):
State License#: Exp: Square feet: %
City Business License#: Impervious Surface:
Square feet:
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Narue% M
Signature. )L& Date: eC• i Cp4A__)
ECE � � � �
Infection Control Construction Permit
I Permit No:IJZ
Location of Construction: p vy� Project Start Date: , pp
Ci 7 'No''64 Coordinator; (-,-Estimated Duration: Fe . ( 'ao
-Contractor-Performi'n World" rr ,, rmit Expiration Date:
Supervisor: a„ Telephone:
YES NO CONSTRUCTION ACTIVITY YES NO INFECTION CONTROL RISK GROUP
TYPE A:Inspection,non-invasive activity GROUP 1:Low Risk
TYPE B:Small scale,short duration, / GROUP 2:Medium Risk
moderate to high levels x
TYPE C:Activity generates moderate to high levels of GROUP 3:Medium/High Risk
dust,requires greater 1 work shift for completion
TYPE D:Major duration and construction activities GROUP 4:Highest Risk
Requiring consecutive work shifts
CLASS I 1. Execute work by methods to minimize raising dust from 3. Minor Demolition for Remodeling
construction operations.
2. Immediately replace any ceiling tile displaced for visual
inspection.
CLASS II 1. Provides active means to prevent air-bome dust from 6. Contain construction waste before transport in tightly
(� A dispersing into atmosphere covered containers.
2. Water mist work surfaces to control dust while cutting. 7. Wet mop and/or vacuum with HEPA filtered vacuum
3. Seal unused doors with duct tape. before leaving work area.
'1 I� O Q 4. Block off and seal air vents. 8. Place dust mat at entrance and exit of work area.
. ) 5. Wipe surfaces with disinfectanL 9. Remove or isolate HVAC system in areas where work
is being performed.
1. Obtain infection control permit before construction begins. 6. Vacuum work with HEPA filtered vacuums.
CLASS III 2. Isolate HVAC system in area where work is being done to 7. Wet mop with disinfectant
prevent contamination of the duct system. 8. Remove barrier materials carefully to minimize
3. Complete all critical barriers or implement control cube spreading of dirt and debris associated with
method before construction begins. construction.
9. Contain construction waste before transport in
Date 4. Maintain negative air pressure within work site utilizing tightly covered containers.
HEPA equipped air filtration units. 10. Cover transport receptacles or carts.Tape covering.
Initial 5. Do not remove barriers from work area until complete 11. Remove or isolate HVAC system in areas where work
project is thoroughly cleaned by Env.Services Dept- is being performed/
1. Obtain infection control permit before construction begins. 7. All personnel entering work site are required to wear
Class IV 2. Isolate HVAC system in area where work is being done to shoe covers
prevent contamination of duct system. 8. Do not remove barriers from work area until completed
3. Complete all critical barriers or implement control cube project is thoroughly cleaned by the Environmental
method before construction begins. Service Dept.
Date 4. Maintain negative au pressure within work site utilizing 9. Vacuum work area with HEPA filtered vacuums.
HEPA equipped air filtration units. 10. Wet mop with disinfectant.
Initial 5. Seal holes,pipes,conduits,and punctures appropriately. 11. Remove barrier materials carefully to minimize
6. Construct anteroom and require all personnel to pass spreading of dirt and debris associated with
through this room so they can be vacuumed using a HEPA construction.
vacuum cleaner before leaving work site or they can wear 12. Contain construction waste before transport in tightly
cloth or paper coveralls that are removed each time they covered containers.
leave the work site. 13. Cover transport receptacles or carts.Tape covering.
14. Remove or isolate HVAC system in areas where is
being done.
Additional Requirements:
Exceptions/Additions to this permit
Date Initials Date Initials are no e .by attached me randa
Permit Reque By: Permit Authorized By:
Date: 1 a, O O Date: �1
Adapted with permission V Kennedy, B Barnard, St Luke episcopal Hospital, Houston TX, 5
Forms modified and provided courtesy of] Bartley, ECSI Inc Beverly Hills MI 2002
Functional Plan for Home Health/Hospice in Remax building
Home Health and Hospice offices house 42 staff. Fourteen staff are on-site all day. In
addition, at any given time there are 15-16 clinical staff working who will need a place
for between 1-2 hours at a time.
There are 3 office staff and 1 office manager. The 2 staff can share an office, while the
manager has a private office. Support devices, such as the copier and medical records
should be located here.
There is one triage nurse who spends 8-hour days on the phone, receiving questions and
coordinating staff and patient concerns. They need dedicated space, though not an
enclosed office. This needs to be large enough to accommodate a person being trained.
There will be one quality person full time.
We have 5 other administrators and 1 administrative assistant. These staff need to meet
with their staff one on one, meet with community members and/or vendors. Four need to
be close to where the Clinical staff with private offices are, and the other two can be
located elsewhere.
We have 2 clinical specialists, one hospice RN and one Physical therapist. They can use
shared space, but each need an additional chair by their desk to accommodate staff
training needs. They need to be next to the area where the RN's space.
One large (50 people) conference room is necessary. This will be used for group
meetings of the different disciplines and the interdisciplinary team meetings that meets l-
2 x weekly. The second small conference room needs to accommodate 5-6 staff and
would also double as a lunch room or a training room.
Social work needs a shared office for the manager and the hospice volunteer coordinator.
Two other social workers are part time. These four staff should be near each other and in
close proximity to the hospice director.
We will need a small space for reference material and patient education material. This
will be near the kitchen alcove.
DEC - 8
CITY N PORT TOWNSEND
DSD
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270.66E
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130.61 CENTER LINE
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168.82
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co
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MISS Ili 1:
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d'
Parcel Print Page 1 of 1
Parcel Number: 001094031 05/14/2007
Owner Mailing Address:
VERNON I GARRISON H C
1430 QUINCY ST
PORT TOWNSEND WA 983685324
Site Address:
2500 SIMS WAY
PORT TOWNSEND 98368
Section: 9 School District: Port Townsend (50)
Qtr Section: SE1/4 Fire Dist: Port Townsend (8)
Township: 30N Tax Status: Taxable
Range: 1W Tax Code: 100
Planning area: Port Townsend (1)
Sub Division: WOLCOTT SHORT PLAT
Land Use Code: 6300 - BUSINESS SERVICES (real estate, insurance)
*108088 108230 NEW PLAT 1/3/05 108362
Property Description:
WOLCOTT SHORT PLAT LOT 1 SUBJ TO EASE SUBJ/EASE #504451
No Photo Available
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http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL N0=001094031... 12/9/2009
COMMERCIAL BUILDING PERMIT APPLICATION C E U E
CHECKLIST U
This checklist is for new construction, additions, and remodels
Commercial building permit application. Lt U EC - 8 L ,;q
❑ Non-Residential Energy Code forms: �E Lighting 3' Mechanical En El
_,��Three (3) sets of plans with North arrow and scaled, no smaller than '/4" '_11Yf"drRT TOWNSEND
,Title Page/Cover Sheet: DSD
1. Project identification
2. Project address, legal description, location map, tax parcel number(s)
3. All design professionals identified including addresses and phone numbers
4. Name, address, and phone number of person responsible for project coordination
5. Design criteria, including occupancy group, construction type, allowed floor area vs.
proposed, occupant loads, height and number of stories, deferred submittals, etc.
�6 Designate compliance with all applicable codes
.10' A site plan showing:
1. Legal description and parcel number(or tax number),
2. Property lines and dimensions
3. Setbacks from front, sides and rear in accordance with a pinned boundary line survey
4. On-site parking and driveway with dimensions
5. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
8. If applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
❑ Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
Foundation venting
Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
all section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10.Roof sheathing, roofing material, roof pitch, attic ventilation
❑ Exterior elevations with existing slope of the land in relation to all proposed structures
I chitecturally designed, one set of plans must have an original signature
If engineered, one set of plans must have one original signature
0 For new dwelling construction, Street& Utility or Minor Improvement application
of,0 T rod R
� yN
u ? Receipt Number 10 001,1
�°� �� MM
,"� � '� ? •' - „,� i gc` - � &T die
:Receipt Date 01/07/2010 3 Cashier MWAY Payer/Payee.Name -�JEFFERS64ui4ERAL HOSPITAL
�a." „� �,a.5:`�.E• `3 .";3�*C
;�?-s", -
TEROnginaL,Fee Amount Fees
Fe�mit# Parcel ~s Fee=pescri tion g Amount Paid Balanc
BLD09-237 001094031 Plan Review Fee $518.54 $518.54 $0.00
BLD09-237 001094031 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00
BLD09-237 001094031 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-237 001094031 Technology Fee for Building Permit $15.96 $15.96 $0.00
BLD09-237 001094031 Building Permit Fee $797.75 $797.75 $0.00
BLD09-237 001094031 Record Retention Fee for Building Per $10.00 $10.00 $0.00
Total: $1,196.75
W ma's *uz
�§ 106'1,, y Prev►ous�aS/mentH►story t=
Receipt# Receipt Date' y'z Fee Description Amount Paid Permit#S z
09-0946 12/08/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-237
Payment CheckF f Payment
Method Number; 'Amount
;x
CHECK 081260 $1,196.75
Total: $1,196.75
genpmtrreceipts Page 1 of 1
VO.,RRT TO Y
y�F
y�o Receipt Number: 0�9�04 '
WA
Receipt Date 12108/2009 Cashier z MWAY PayerlPayee Name Jefferon General4Hospitalai s
.; ..�.. __.,. ,,➢ ...,:a,.p -`,s A,lw z s,:.�sz,. ..--.a'�, r : ,�
nMEN
�`Onginal:F a Amount r3 Fee 3f
Permit# ParcelMIM
Fee DescnpUon ' s Amount Raid Balance
BLD09-237 001094031 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00
Total: $150.00
a Preinous Pa mentH�sto ' �
5:
Recgipt# iRecept Date " e �Fee Description � � ,, �s �AmountPaid Permit#�
.2 _
Raym�en# s Check Payment
Method , Number" Amount
�.,. .
CHECK 080317 $150.00
Total: $150.00
genpmtrreceipts Page 1 of 1
ABBREVIATIONS
Je arson Healthcare
_-A-- --F(CONY)-- --M (CONY)-- --S(CONY)-- --ASSOCIATIONSA AMP FHC FIRE HOSE CABINET MANUFAC TURER SG SAFETY
IRON AND STEEL INSTITUTE
A/V AUDIO VISUAL, FHR FIRE HOSE RACK(REEL) MFRREC RECOMMENDATION(S)ON(S) SHR SHO ER LASS(ZING) AMCA AIR p MOVAISI
ING&CONDITIONING ASSOCIATION,INC. 1 o rt Townsend , Washington
AUDIO VISUAL EQUIPMENT FIN FINISHED MGR MANAGER SHT SHEET ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AB ANCHOR BOLT FIN FLR FINISHED FLOOR MH MANHOLE SHTG SHEATHING,SHEETING APA AMERICAN PLYWOOD ASSOCIATION
ACST ACOUSTIC(AL) FIXT FIXTURE MIN MINIMUM SHV SHELVING APWA AMERICAN PUBLIC WORKS ASSOCIATION
ACT ACOUSTIC CEILING TILE FLASH FLASHING MIRR MIRROR SIM SIMILAR ARIB ASPHALT ROOFING INDUSTRY BUREAU
AD AREA DRAIN FLG FLOORING, MISC MISCELLANEOUS SM SHEET METAL ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS Home Health Hospice
i
ADJ ADJACENT, FLOOR MATERIAL MO MASONRY OPENING SND SANITARY NAPKIN DISPENSER ASTM AMERICAN SOCIETY FOR TESTING&MATERIALS
ADJUST(ABLE) FLR FLOOR MTD MOUNTED SOG SLAB ON GRADE AWI AMERICAN WOODWORK INSTITUTE
AFF ABOVE FLOOR FINISH FLUOR FLUORESCENT MTL METAL SPECS SPECIFICATION(S) AWS AMERICAN WELDING SOCIETYLW
F
ALT ALTERNATE FMF FLEXIBLE MEMBRANE MULL MULLION SPKLR SPRINKLER AWWA AMERICAN WATER WORKS ASSOCIATION
ALUM ALUMINUM FLASHING MULT MULTIPLE SPKR SPEAKER CRSI CONCRETE REINFORCING STEEL INSTITUTE
ALZ ALHIMIZER FOB FACE OF BRICK MW MICROWAVE OVEN SQ SQUARE CS COMMERCIAL STANDARD OF THE U.S.DEPARTMENT
APPROX APPROXIMATELY FOC FACE OF CONCRETE SQIN SQUARE INCH OF COMMERCE P7, r€ ' �
APT APARTMENT FOF FACE OF FINISH -- N -- SS SERVICE SINK, CSI CONSTRUCTION SPECIFICATIONS INSTITUTE
a `
F
49 1211l rah
ARCH ARCHITECTURAL) FOM FACE OF MASONRY N NORTH SANITARY SEWER FGMA FLAT GLASS MARKETING ASSOCIATIONt� rn
AUTO AUTOMATIC FOS FACE OF STUD (N) NEW SST STAINLESS STEEL HUD US DEPARTMENT OF HEALTH AND URBAN DEVELOPMENT � , � IIth
st
ST STREET, ICC INTERNATIONAL CODE COUNCIL PrO'ect Information 9092
FPL FIREPLACE NA NOT APPLICABLE MAIN 81 , 101A��
FRP FIBER REINFORCED PLASTIC STAIN IEEE INSTITUTE OF ELECTRICAL&ELECTRONIC ENGINEERS ash w• 4 WCOATES
--B-- NC NURSE CALL, N P*k AveFRTW FIRE RETARDANT NOISE CRITERIA STA STATION IPCEA INSULATED POWER
CABLE ENGINEER ASSOCIATIONBD BOARD h 51; n. a st
TREATED WOOD STC SOUND TRANSMISSION CLASS MLA METAL LATH ASSOCIATION LEGAL DESCRIPTION
BITUM BITUMINOUS NCAP NURSE CALL ANNUNCIATORBLDG BUILDING FRZ FREEZER PANEL STD STANDARD NAAMM NATIONAL ASSOCIATION
OF ARCHITECTURAL METAL ,, � uBLK BLOCKING FS FULL SIZE NCOMBL NON-COMBUSTIBLE STIR STIRRUP MANUFACTURERS
LOT 1,WOLCOTT SHORT PLAT
G MA
FT FOOT FEET
STL STEEL NEMA NATIONAL FIRE PROTECTION ASSOCIATION ' Y k,I` PER VOL 5, PAGES 18-19 STATE
OF WASHINGTON
BM BEAM FOOT(FEET) NIC NOT IN CONTRACT � . .�;� ���
BOT BOTTOM, FTG FOOTING NO NUMBER STOR STORAGE NWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION , LUP
96-00068
Patk Ave,
BOTTOM OF FURN FURNITURE NOM NOMINAL STRUCT STRUCTURAL OSHA OCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATION �' Mgr
BR BEDROOM FLIT FUTURE NT NET SU SOILED UTILITY PS PRODUCT STANDARD OF U.S.DEPARTMENT OF COMMERCE 72
�.
BSMT BASEMENT NTS NOT TO SCALE
SUBFL SUBFLOOR SDI STEEL DECK INSTITUTE ) _ , - u �r PROJECT ADDRESS
BTWN BETWEEN --G -- SUSP SUSPENDED SDI STEEL DOOR INSTITUTE ' 2500 WEST SIMS WAY
SW SWITCH SMCNA SHEET METAL&AIR CONDITIONING CONTRACTORS
BUR BUILT UP ROOFING) G GROUND __0 b
GA GAUGE,GAGE
SYM SYMMETRICAL NATIONAL - PORT TOWNSEND, WA 98363
GALV GALVANIZED 0/ OVER ASSOCIATION „
--C- OA OVERALL
CAB CABINET GAR GARAGE OC ON CENTER -'T-' SSPC STEEL STRUCTURES PAINTING COUNCIL € a
GB GRAB BAR T TREAD TCA TILE COUNCIL OF AMERICA � �))�; a €�j�� TAX LOT ID#
CALC CALCULATION OCC OCCUPANTS,
CB CATCH BASIN GC GENERAL CONTRACTOR OCCUPANT LOAD, T&B TOP AND BOTTOM UL UNDERWRITER'S LABORATORIES %.9z€�
�� �� �� � 001-094-003
GEN GENERAL T&G TONGUE AND GROOVE WISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT
CERAMIC BASE, OCCUPANCY
WSDOH WASHINGTON STATE DEPARTMENT OF HEALTH
CORNER BEAD GFRC GLASS FIBER REINFORCED OD OUTSIDE DIAMETER TB TOWEL BAR �'
F/CI OWNER FURNISHED& WSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL AND
CEM CEMENT CONCRETE PANEL O TEL TELEPHONE
CG CORNER GUARD GFRG GLASS FIBER REINFORCED CONTRACTOR INSTALLED TEMP TEMPORARY, HEALTH SERVICES ( 5
Pro act Description
PLASTER, TEMPERATURE WWPA WESTERN WOOD PRODUCTS ASSOCIATIONS
CH COAT HOOK OF/01 OWNER FURNISHED& �°
FIBER REINFORCED TER TERRAZZO -- - ' ' I I € F
CAULK ING GLASS OWNER INSTALLED SUPPLEMENTAL- ' `
( ) E� PROJECT DESCRIPTION: �'
CI CAST IRON GYPSUM OFD OVERFLOW DRAIN THK THICK(NESS) A AMP I y APPROXIMATELY NSF OF
TENANT IMPROVEMENTS ON
CIP CAST IN PLACE GI GALVANIZED IRON OFF OFFICE TI TENANT IMPROVEMENT A/V AUDIO VISUAL, Mill Rd'
I THE SECOND FLOOR OF AN EXISTING 2 STORY OFFICE
CJ CONTROL JOINT, GL GLASS OGL OBSCURE GLASS TL TOTAL LOAD AUDIO VISUAL EQUIPMENT 0 ' z= �-
,£ BUILDING.EXISTING SPACE IS SHELL ONLY:
CONSTRUCTION JOINT GLB GLUE LAMINATED BEAM OHDR OVERHEAD DOOR TMPD TEMPERED IMPROVEMENTS WILL CONSIST
OF PARTITIONS DOORS
CL CENTERLINE GLULAM GLUE LAMINATED OPH OPPOSITE HAND TO TOP OF § $ I I�£ INTERIOR FINISHES,ELEC.AND MECHANICAL
SYSTEMS
CLD CLOTHES DRYER GOVT GOVERNING,GOVERNMENT OPNG OPENING TOB TOP OF BEAM � � � Y � a �g
CLG CEILING GR GROSS OPP OPPOSITE TOC TOP OF CURB,
''€€
GRLN GRADE LINE TOP OF CONCRETE
CLKJ CAULKED JOINT ORD OVERFLOW ROOF DRAIN ���.9 ��ay „ti ' � ■
CLO CLOSET GWB GYPSUM WALL BOARD OZ OUNCE TOF TOP OF FOOTING, G Pro act Tea m
CLR CLEAR GYP GYPSUM TOP OF FLOOR,
CMU CONCRETE MASONRY UNIT GYPBD GYPSUM BOARD -_P TOP OF FRAME
GYPPLAS GYPSUM PLASTER TOS TOP OF SLAB, �SC
Cini MaCO CLEAN OUT P PAINT(ED), ARCHITECT
COL COLUMN PANTRY TOP OF STEEL E:N.T.S. COATES DESIGN,INC
CONC CONCRETE --H-- PC PANTRY CEMENT TOW TOP OF WALL 710 JOHN NELSON LANE
CONF CONFERENCE H HIGH, TPD TOILET PAPER DISPENSER
PCC PRECAST CONCRETE - BAINBRIDGE ISLAND,WA 98110
CONN CONNECT(ION) HEIGHT TPH TOILET PAPER HOLDER code Information
CONSTR CONSTRUCTION HB HOSE BIB PED PEDESTAL PHONE: (206)780-0876 pp
PERF PERFORATED TV TELEVISION
CONY CONTINUE(OUS) HC HOLLOW CORE, PERM PERMANENT TYP TYPICAL FAX: (206)780-5876 �
CONTR CONTRACTOR HANDICAPPED PERP PERPENDICULAR JURISDICTION CONTACT: BOB MILLER-RHEES
M
COORD COORDINATE HDR HEADER PFP PREPARED FOR PAINT -- U-- CITY OF PORT TOWNSEND,WASHINGTON 00
CORR CORRIDOR HDW HARDWARE PIV POST INDICATOR VALVE UC UNDERCOUNTER, CONSTRUCTION TYPE: TENANT
COV COVE HDWD HARDWOOD PL PLATE, UNDERCUT S m bol KeyTYPE V-B
BUILDING CODES JEFFERSON HEALTH CARE �
CID CEMENT PLASTER HGR HANGER PROPERTY LINE UGND UNDERGROUND 2006 INTERNATIONAL BUILDING CODE IBC PHONE:
360 385-2200 X2066
CPT CARPET HM HOLLOW METAL PLAM PLASTIC LAMINATE UNFIN UNFINISHED (IBC) ( )
CRK CORK HNDRL HANDRAIL PLAS PLASTER UNO UNLESS NOTED OTHERWISE W/WASHINGTON STATE AMENDMENTS,WAC 51-50 FAX:
(360)385-1396 Q
CRL CHAIR RAIL HORIZ HORIZONTAL PLBG PLUMBING UP UTILITY POLE 2006 INTERNATIONAL FIRE CODE(IFC) CONTACT:
DANA MICHELSEN
CS CONCRETE SEALER HR HOURS(FIRE PLYWD PLYWOOD UPC UNIFORM PLUMBING CODE 29'_3" W/WASHINGTON STATE AMENDMENTS,WAC 51-54
CSMT CASEMENT RESISTANT RATING) PMTL PAINTED METAL UTIL UTILITY 105A DOOR TAG --———— DATUM 2006 INTERNATIONAL
MECHANICAL CODE(IMC)
CT CERAMIC TILE HT HEIGHT PNT POINT W/WASHINGTON STATE AMENDMENTS,WAC 51-52 OWNER
CTR CENTER HVAC HEATING,VENTILATION, PP POWER POLE -'V'- 2006 UNIFORM PLUMBING CODE(UPC) VERN GARRISON
_0
194-6 W/WASHINGTON STATE AMENDMENTS,WAC 51-56&WAC 51-57 714 P STREET �
&AIR CONDITIONING PR PAIR V VOLT(AGE) SPOT ELEVATION
D__ HWT HOT WATER TANK PREFAB PREFABRICATE VCT VINYL COMPOSITION TILE OFFICE 2006 WASHINGTON STATE ENERGY CODE,WAC 51-11
PORT TOWNSEND,WA 98363 N
D DEEP, PRELIM PRELIMINARY VEH VEHICLE 105 ROOM NAME&NUMBER 2006 WASHINGTON STATE VENTILATION CODE,WAC 51-13 PHONE:(360)379-0548
DRYER -- I-- PRKG PARKING VEND VENDING MACHINE
DBL DOUBLE IBC INTERNATIONAL PROP PROPERTY VERT VERTICAL W
DEMO DEMOLISH(TION) BUILDING CODE PSF POUNDS PER SQUARE FOOT VEST VESTIBULE D14 KEYNOTE TAG ACCESSIBILITY
N
DEPT DEPARTMENT ID INSIDE DIAMETER, PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD 2006 IBC-CHAPTER 11
DET DETAIL INSIDE DIMENSION PT PRESERVATIVE TREATED, VTO VENT TO OUTSIDE 4 RISERS @ 7" ICC/ANSI Al17.1-2003(REFERENCED BY
IBC) W 0
DF DRINKING FOUNTAIN IFC INTERNATIONAL PRESSURE TREATED, VTR VENT THROUGH ROOF UP STAIR/RAMP DIRECTION U
Q
DIA DIAMETER FIRE CODE POST TENSIONED VWC VINYL WALL COVERING WD1 FINISH TAG 3 RUNS @ 11" BUILDING CODE DATA:
DIM DIMENSION IIC IMPACT INSULATION CLASS PTD PAPER TOWEL DISPENSER 0.
DISP DISPOSAL-IN SINK IMC INTERNATIONAL PTDWR PAPER TOWEL DISPENSER __W__ 9'-6" CEILING HEIGHT Dra
WI n I ndeX 'U'^)
DL DEAD LOAD MECHANICAL CODE &WASTE RECEPTACLE W WEST, CPT VINYL FLOOR FINISH TAG OCCUPANCY GROUP: 7
V♦
DN DOWN IN INCH(ES) PTN PARTITION 11 °° L
WIDE, BUSINESS GROUP B � 0
DR DOOR, INC INCREASE PVC POLYVINYL CHLORIDE, WASHING MACHINE
ARCHITECTURAL
DINING ROOM, INCL INCLUDE(D)(ING) POLYVINYL CHLORIDE PIPE W/ WITH 5 REVISION CLOUD ?A6,)3
DETAIL INDICATOR PROFESSIONAL OFFICES AO COVER SHEET,PROJECT INFORMATIONDRAIN INFO INFORMATION
PVD PROVIDE W/D WASHER&DRYER (304.1) Al OVERALL FLOOR PLAN,SECTION,DOOR SCHEDULE,AND Q
DS DOWNSPOUT INSTL INSTALLATION) PVG PAVING W/o WITHOUT PARTITION&SUS.CLG.DETAILS „x
W
DW DISHWASHER INSUL INSULATION PVR PAVERS WC WATER CLOSET, A BUILDING HEIGHTS AND AREA: VV
= >
DWG DRAWING INT INTERIOR WALL COVERING NORTH
DWR DRAWER __Q-- WD WOOD BUILDING SECTION Q
- - - - - A4.2
--J -- QT QUARRY TILE WDW WINDOW ALLOWED TABLE 503) 4-1
-- E-- JAN JANITOR(CLOSET) QTY QUANTITY WF WIDE FLANGE NORTH ARROW ( z
E EAST JBOX JUNCTION BOX WH WATER HEATER HEIGHT: 2 STORIES (33°611)
(E) EXISTING JT JOINT -_R__ WIC WALK-IN CLOSET 3 AREA: 9,000 sf/FLOOR(18,000 sf TOTAL) O
EA EACH R RISER, WM WIRE MOLD, WALL SECTION
EC EDGE OF CURB __K__ RANGE, WATER METER, A A5.2 (f) --
EE EACH END KD KILN DRIED RADIUS WIRE MESH "BASEMENTS NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE NN �-
EF EACH FACE KIT KITCHEN R/S ROD&SHELF WP WORK POINT, of
EJ EXPANSION JOINT WATERPROOFING, 1 GRID LINE AREA PROVIDED THEY DO NOT EXCEED THE AREA PERMITTED FOR
KW KILOWATT RA RETURN AIR i 3 EXTERIOR ELEVATION A ONE-STORY BUILDING" 503.1.1 506.1.1 nn''
W
EL ELEVATION RB RESILIENT BASE WEATHER PROOF o 1 ( s ) W
WPM WATERPROOF MEMBRANE A3,4 -or SINGLE INTERIOR ELEVATION
ELEC ELECTRICAL L__ RCF RAISED COMPUTER FLOOR (WHERE A BASEMENT IS THAT PORTION OF A BUILDING THAT IS PARTLY �
LL W
ELEV ELEVATOR RCP REFLECTED CEILING PLAN WR WATER REPELLENT,
L LEFT, WATER RESISTANT 1 OR COMPLETELY BELOW GRADE PLANE AND FLOOR ABOVE IS NOT MORE � �
EMER EMERGENCY RD ROOF DRAIN WRB WATER RESISTANT BARRIER THAN 6 FT.ABOVE GRADE PLANE) O
LINEN,
ENCL EDG OSEPAVE E) LONG, REBAR REINFORCING BAR WSEC WASHINGTON STATE ENERGY CODE 4 1 2 MULTI INTERIOR ELEVATION
W M
EOP EDGE OF PAVEMENT REC RECESSED
EOS EDGE OF SLAB LAB LABORATORY ANGLE RECPT RECEPTACLE WSVIAQC WASHINGTON STATE VENTILATION A7.3 EXISTING:
00
EP ELECTRICAL PANELBOARD LAM LAMINATE(D) REF REFERENCE, &INDOOR AIR QUALITY CODE
WALL SIZE
EQ EQUAL REFRIGERATOR WSCT WAINSCOT —� 3
LAU LAUNDRY WT WEIGHT
EQUIP EQUIPMENT LAU LAVATORY REINF REINFORCE(D)(ING) SHEAR WALL TYPE S-1 2x4 HEIGHT: 2 STORIES WITH FULL BASEMENT
z
ESCAL ESCALATOR READ REQUIRED WWF WELDED WIRE FABRIC ° p
LB(S) POUND(S) WALL TYPE w7 PARTITION TYPE AVERAGE BUILDING HEIGHT TO TOP OF ROOF=32
EST ESTIMATE(D) RESIL RESILIENT
EW EACH WAY LDG LANDING REST RESTROOM --SYMBOLS--
00
EWC ELECTRIC WATER COOLER LINO LINOLEUM RESLIENT CHANNEL TYPE RC-1 R-19
LL LIVE LOAD RET RETAINING & AND �� AREA: FLOOR 1 =6,020 sf F- C w
EWH ELECTRIC WATER HEATER REV REVISED(ION), L ANGLE INSULATION w z Y
EXH EXHAUST LOC LOCATION RH ROBE HOOK
LPT LOW POINT < CENTERLINE � O
FLOOR 2 =5,930 sf �
EXIST EXISTING RM ROOM ^ DEGREE
LR LIVING ROOM SEE A2.3 Lu �
EXP EXPOSED, LRG LARGE RO ROUGH OPENING DIAMETER MATCH LINE TOTAL- 11,950 sf w
O
EXPANSION LT LIGHT RP RADIUS POINT FOOT(FEET)
EXT EXTERIOR RS ROUGH SAWN INCH ( p p
LTG LIGHTING MATCH LINE BASEMENT AREA=6,128 sf<9 000 s '—
LVR LOUVER RT RIGHT # NUMBER
NOTE: U z
-- F-- RVL REVEAL POUND 1) ENSURE THAT GRADE PLANE AND FLR-1 FIN. FLR. ELEV. DIFFERENCE DOES NOT EXCEED 6 FT. (FLOOR
1 o
FA FIRE ALARM % PERCENT
FAAP FIRE ALARM ANNUNCIATOR --M�- __S__ SQUARE FIN. FLR ELEV= 237 FT.AND GRADE PLAN =231 FT. =6 FT. E C
r Q v E �, �
MAC MIRROR&SELF Cu 0
PANEL . MACH MACHINE s SOUTH, 2) FLR-1 FINISHED FLOOR SURFACE IS NOT MORE THAN 6 FT.ABOVE FINISHED GROUND LEVEL
FCIO FURNISHED BY CONTRACTOR MAINT MAINTENANCE SINK FOR MORE THAN 50%OF BUILDING PERIMETER.
&INSTALLED BY OWNER S/R SHELF&ROD DEC - 8 2,nn
FD FLOOR DRAIN MAIL MATERIAL SAN SANITARY 3) FINISHED GROUND LEVEL AT 225 FT. FLR-1 FINISHED FLOOR SURFACE AT 237 FT. =
12'
FDC FIRE DEPARTMENT MAX MAXIMUM
MB MACHINE BOLT SC SOLID CORE
CONNECTION MBR MASTER BEDROOM SCD SEAT COVER DISPENSER CITY OF PORT TOWNSEND
FDMPR FIRE DAMPER SCHED SCHEDULE OCCUPANT LOAD: DSO
FDTN FOUNDATION MC MEDICINE CABINET SD SOAP DISH, BUSINESS AREAS OFFICES = 100 sf GROSS/PERSON TABLE 1004.1.2
FDV FIRE DEPARTMENT VALVE MDO MEDIUM DENSITY OVERLAY (OFFICES) ( )
MECH MECHANIC(AL) SOAP DISPENSER (GROSS FLOOR AREA EXCLUDES VENT SHAFTS)
FE FIRE EXTINGUISHER MED MEDIUM STORM DRAIN
FEC FIRE EXTINGUISHER CABINET MEDS MEDICINE,MEDICAL SEAL SEALER(ANT) 0
FF FACTORY FINISH, MEMB MEMBRANE SECT SECTION FLOOR 1: 6,020-50=5,970/ 100 =60
FINISH FACE MEZZ MEZZANINE SEP SEPARATION
FFEL FINISHED FLOOR ELEVATION MFR MANUFACTURER SF SQUARE FEET FLOOR 2: 5,930-50=5,880/ 100=59
FH FIRE HYDRANT BASEMENT;6,128-50= 6,078/ 100 =61
r�flljlRti ,I'�4P{w't6f ffiFy�"
EXISTING TRUSS EXISTING TRUSS
OPEN FOR AIR FLOW(PLENUM RETURN)
w w ACOUSTIC BATT.TYP.
J
a �
c~n
w BLOCKING FOR CEILING w w t z BLOCKING FOR CEILING
Lu ,
WALL MOLDINGS: ►- p `%Gs p
WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ.FLANGE 2"WIDE,UNLESS ALTERNATE METHODS ARE w
APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT&THE DESIGNER OF RECORD. O w 2 X 4 INTERIOR FRAMING
ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL HAVE 2 X 4 INTERIOR FRAMING o " 16"OC TYPICAL(PARTITION
9092
A 3/4'CLEARANCE FROM THE END OF THE GRID SYSTEM AT UNATTACHED WALLS.THE GRID SHALL BE 16"OC TYPICAL(PARTITION o HEIGHT 1 V-0"APPROX)
REGISTERED
ATTACHED AT TWO ADJACENT WALLS o HEIGHT 1 l'-0"APPROX)
A T '�
5/8"PAINTED GWB TYP.
5/8"PAINTED GWB TYP. RC-1 CHANNELS ON ONE SIDE
0
90"T�'P ACOUSTIC BATT.TYP. STATE OFWWASH NG ON
90°,TYP.
LATERAL FORCE BRACING:RIGID GENERAL NOTE:
�? VERT.STRUT.&SPLAY WIRES,TYP. SEALANT @PERIMETER-TYPICAL SEALANT @ PERIMETER-TYPICAL 1.ALL NEW AREAS TO GET CARPET TO MATCH EXIST.
0
4
N WALL MOLDING,TYP.
2. PAINT TO MATCH EXIST.
PERIMETER WIRE TYP. FULL HGT. PARTITION .WINDOW TRIM T MATCH EXITING (GYPSUM
8",MAX.,TYP. TYP. SOUND PARTITION 3 0 o c G (G SUM WALL BOARD
4 SCALE:3"=1'o" SCALE:3"=1'-0° LINER 3 SIDES, WOOD SILL)
6'-0",MAX. 12'-0",O.C.
ALL PENETRATIONS,INCLUDING COLUMNS
PLAN AND SPRINKLER HEADS SHALL HAVE 2" DOOR ROOM DOOR FRAME DETAILS HARDWARE RATINGS REMARKS
T UM ESCUTCHEON PLATES ALLOWING
FREE MOVMENT IN ALL HORIZONTAL NUMBER NUMBER NAME TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL
FINISH JAMB HEAD SILL GROUP GLAZING SMOKE FIRE
1'FREE
DIRECTIONS. NOTE: 200 200 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V - - - NR NR
NEW WORK ON SECOND LEVEL ONLY 213 213 STORAGE 1 3'4" 7'-0" 1.75 WD S&V 1 WD S&V - - - - 1/3 HR
1/3 HR SELF CLOSING,SELF LATCHING,SMOKE GASKETS
INCLUDES PARTITIONS(AS NOTED ON PLAN) 214 214 OFFICE 1 3'-0" 7'-0" 1.75 WD
o ACOUSTICAL CARPET,PAINT,&CEILINGS. 215 215 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V - - - - NR
NR
CEILING TILE DESIGN/BUILD MECHANICAL&DESIGN/BUILD
o= a"oR S&V 216 OFFICE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - - NR NR
=,�-„ LESS SEISMIC CONTROL JOINT ELECTRICAL
Z= AREAS OVER 2,500 SF 217 217 OFFICE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - - NR NR
45°OR LESS 218 218 OFFICE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - NR NR
ELEVATION 12 GA.VERTICAL 219 219 OFFICE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - NR NR
WIRE HANGER @ 220 220 OFFICE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - NR NR
4'-0"O.C.ALONG 221 220 DROP-IN WORKSTATIONS 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - NR NR
LATERAL FORCE BRACING EA.MAIN RUNNER
REQUIREMENTS: SCREW FASTEN TO 222 220 LARGE CONFERENCE 1 T-0" 7'-0" 1.75 WD S&V 1 WD S&V - - -
NR NR
LATERAL FORCE BRACING IS STRUCTURE ABOVE.
REQ'D FOR CEIL'GS 0/1,000 SQ.FT.& POWER-ACTUATED 00
NOT REQ'D FOR CEILING LESS THAN FASTENERS NOT
1,000 SQ.FT.PROVIDED THEY ARE ACCEPTABLE. PLATE
SURROUNDED BY FOUR WALLS RIGID VERTICAL co
TO STRUCTURE,SEE ASCE
7-02 9.6.2.6.2.2.ITEM C. STRUT I I PLAN LEGEND ABBREVIATIONS 00
-- WALL TYPE DESCRIPTION F.E. FIRE EXTINGUISHER
I 1 HR FIRE RATED PARTITION WD WOOD
I SUSPENDED ACOUSTIC
NR NEW WALL NR NON RATED Q
POWER-ACTUATED FASTENERS: c
I CEILING(TYP.)
POWER ACTUATED FASTENERS ARE EXISTING WALL — � S&V STAIN&VARNISH
NOT ACCEPTABLE FOR ANY LOADS C? I I EXIT SIGN C� 1/3-HR 20 MIN FIRE RATING
UNDER TENSION,I.E.HANGER WIRES as'
AND TOP TRACK OF u e_4'-e c,4 v e(
SOFFITSISUSPENDED PARTITIONS. CEILING TILE I I
J
LATERAL BRACE: I I C-) C
SPLAY WIRE BRACING: 25 GA.VERT.METAL STUD
SPLAY WIRES ARE TO BE oo STRUT(COMPRESSION I I
FOUR 12 GA.WIRES ATTACHED TO THE POST)@ 12'-0"O.C.STRUTS I I
MAIN BEAM,WIRES ARE ARRAYED 90° MUST BE POSITIVELY cn
FROM EA.OTHER&AT AN ANGLE NOT ATTACHED TO THE
EXCEEDING 45°FROM THE PLANE OF SUSPENSION SYSTEMS& (�. _— — _ — ® ®__ _ - - STAIR O O 0 STAIR
CEILING. STRUCTURE ABOVE SECOND LEVEL
SPLAY WIRES ARE TO BE WITHIN —
2"OF THE CONNECTION OF Q
THE VERTICAL STRUT TO
SUSPENDED CEILING co °o �+
t
U
5 � MEN O WOMEN
CEILING TILE �../
OFFICE OFFICE OFFICE OFFICE Q
OFFICE '^^
HEAVY IDN O DN ® 0 zos v,
GRID DUTY �� ///'• . \\\\ \ �, E WAITING �, WAITING o
GRID
CEILING O
CROSS TEE �� :• :. v
217 216 II E E O
4 F. H- L NEW DOOR IN EXIST 1
223 HOUR FIRE RATED S,� 06 W
MAIN BEAM PARTITION
OFFICE
MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1"METAL STUDS: 0 216 E 213 ® OFFICE
IS 205
150 METAL STUD(25 GAGE)UP TO U-2" o 'D T GE E D 213 +, Z
21/2"METAL STUD(25 GAGE)UP T010'-6" MAIN LEVEL 5 218 f ( e 0 cu
CONF.
1.NOTES:A STRUT,WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, J OO COPY/FAX 209 ^\
O
SHALL BE ATTACHED TO THE SUSPENSION SYSTEM&TO THE STRUCTURE ABOVE AT �
TW
•_
EACH BRACING LOCATION, 219 REMOVE PORTION (I KITCHEN I STORAGE a 1 L
2. HORIZONTAL RESTRAINTS SHALL BE NO MORE THAT 12 FEET ON CENTER IN EACH I OF EXIST. 214 213
DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL. O
`- OFFICE r � �
3. SPREADER(SPACER)BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING E.PANEL OFFICE
6 21s ILE/STOR CONF. 204
DEPT.SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM 4 211 210
TY
SPREADING OPEN DURING A SEISMIC EVENT.PERIMETER WIRES SHALL NOT BE USED _ 5P 1
IN LIEU OF SPREADER BARS,SEE CISCA zones 3-4. ` J II IIqzt
4. LIGHT FIXTURES&MECHANICAL SERVICES:ATTACH PER"GUIDELINES FOR SEISMIC DROP IN WORKSTATION REMOVE EXIST. I I 00
L/�7 UJI co
RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES-SEISMIC ZONES
3&4,MAY 2004(OR MOST CURRENT)BY CEILING&INTERIOR SYSTEMS CONSTRUCTION I 220 221 221 DOORS/FRAME NEW
DOOR IN EXIST.WALL —
INFILL EXIST. I MOVE I— — -AREA '�
ASSOCIATION(CISCA). 6 OFFICE E ING I I 222 \ FST.DOOR OF WOR
5. SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003,NORTHWEST 220 ' I I CL QP N J &WALL
WALL&CEILING BUREAU'S FIELD TECHNICAL GUIDE#401,ASTM C 635&ASTM C636, o (- -- — — -I r r + + 1 4
I � OFFICE Z
ASCE 7-02&CISCA zones 3-4. 200 E E
� J I {- � ; � � �� r'� I i- { -�' �- -� I 203 0
�
6. SEISMIC SEPARATION JOINTS:FOR CEILING EXCEEDING 2500 SO.FT.,A SEISMIC JOINT
— I +i m
OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED BASEMENT LEVEL I I { ( I I LARGE C N ERENCE00
UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM,CLOSURE r I. I I: OFFICE
'
ANGLES&PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE,SEE ACSE 7-02 ITEM 22 : OFFICE OFFICE OFFICE W
~ w
9.6.2.5.2.2D.
I { { I L L { I I I zoo 201 zo2 z Y
- __1L TI_
7. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING,SEE ACSE 7-02
w
9.6.2.6.2.2 ITEM F. W Oo
8. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 � I I L L _ I"
FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE.BRACING SHALL - _ _-n — __— 1 L 1 L_ 1 L 1 L
L_ 1, m ~
BE INDEPENDENT A THE CEILING SPLAY BRACING SYSTEM,SEE IBC BRACING
POST SIGN:"MAXIMUM � C) Z
N I OCCUPANT 49 PERSONS" o
A I
L — — -AREA OF WORK
NORTH
SEISMIC BRACING @ SUS. CLG. 2 Buildin Section Throu h Exist. Structure 1 Partial Floor Plan
3 SCALE:NOT TO SCALE SCALE.1/4"=1'-0" SCALE:1/8"=V-0"
ABBREVIATIONS
--A-- --F(CONT)-- --M (CONT)-- --S (CONT)-- --ASSOCIATIONS--
Je arsonHealthcarer
A AMP FHC FIRE HOSE CABINET MFRREC MANUFACTURER SG SAFETY GLASS(ZING) AISI AMERICAN IRON AND STEEL INSTITUTE Port Townsend Washington
AN AUDIO VISUAL, FHR FIRE HOSE RACK(REEL) RECOMMENDATION(S) SHR SHOWER AMCA AIR MOVING&CONDITIONING ASSOCIATION,INC.
AUDIO VISUAL EQUIPMENT FIN FINISHED MGR MANAGER SHT SHEET ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AB ANCHOR BOLT FIN FLR FINISHED FLOOR MH MANHOLE SHTG SHEATHING,SHEETING APA AMERICAN PLYWOOD ASSOCIATION
ACST ACOUSTIC(AL) FIXT FIXTURE MIN MINIMUM SHV SHELVING APWA AMERICAN PUBLIC WORKS ASSOCIATION
ACT ACOUSTIC CEILING TILE FLASH FLASHING MIRR MIRROR SIM SIMILAR ARIB ASPHALT ROOFING INDUSTRY BUREAU
AD AREA DRAIN FLG FLOORING, MISC MISCELLANEOUS SM SHEET METAL ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
HomeHealth T1
ADJ ADJACENT, FLOOR MATERIAL MO MASONRY OPENING SND SANITARY NAPKIN DISPENSER ASTM AMERICAN SOCIETY FOR TESTING&MATERIALS
ADJUST(ABLE) FLR FLOOR MTD MOUNTED SOG SLAB ON GRADE AWI AMERICAN WOODWORK INSTITUTE
AFF ABOVE FLOOR FINISH FLUOR FLUORESCENT MTL METAL SPECS SPECIFICATION(S) AWS AMERICAN WELDING SOCIETY
ALT ALTERNATE FMF FLEXIBLE MEMBRANE MULL MULLION SPKLR SPRINKLER AWWA AMERICAN WATER WORKS ASSOCIATION
ALUM ALUMINUM FLASHING MULT MULTIPLE SPKR SPEAKER CRSI CONCRETE REINFORCING STEEL INSTITUTE ,
ALZ ALHIMIZER FOB FACE OF BRICK MW MICROWAVE OVEN SQ SQUARE CS COMMERCIAL STANDARD OF THE U.S.DEPARTMENT
APPROX APPROXIMATELY FOC FACE OF CONCRETE SQIN SQUARE INCH OF COMMERCE
SS SERVICE SINK, CSI CONSTRUCTION SPECIFICATIONS INSTITUTE
APT APARTMENT FOF FACE OF FINISH --N-
ARCH ARCHITECTURAL) FOM FACE OF MASONRY N NORTH SANITARY SEWER FGMA FLAT GLASS MARKETING ASSOCIATIONS €;
AUTO AUTOMATIC FOS FACE OF STUD (N) NEW SST STAINLESS STEEL HUD US DEPARTMENT OF HEALTH AND URBAN DEVELOPMENT '
■
FPL FIREPLACE NA NOT APPLICABLE ST STREET, ICC INTERNATIONAL CODE COUNCIL �,� ant "to
Pro act Information 9092
B__ FRP FIBER REINFORCED PLASTIC NC NURSE CALL, STAIN IEEE INSTITUTE OF ELECTRICAL&ELECTRONIC ENGINEERS °'-St p "' 4
REGISTERED
FRTW FIRE RETARDANT STA STATION IPCEA INSULATED POWER CABLE ENGINEER ASSOCIATION
ARCHI
BD BOARD NOISE CRITERIA h st
BITUM BITUMINOUS TREATED WOOD NCAP NURSE CALL ANNUNCIATOR STC SOUND TRANSMISSION CLASS MLA METAL LATH ASSOCIATION A ;
LEGAL DESCRIPTION
BLDG BUILDING FRZ FREEZER PANEL STD STANDARD NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL, i I. �
¢ -�—
BLKG BLOCKING FS FULL NCOMBL NON-COMBUSTIBLE STIR STIRRUP MANUFACTURERS
,i LOT 1, WOLCOTT SHORT PLAT
BM BEAM FT FOOT(FEET) NIC NOT IN CONTRACT STL STEEL NEMA NATIONAL FIRE PROTECTION ASSOCIATION � r� AT
HEW G COATES
- PER VOL 5, PAGES 18-19 STATE OF WASHINGTON
BOT BOTTOM, FTG FOOTING NO NUMBER STOR STORAGE NWMA NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION LUP
96-00068
Awa
BOTTOM OF
FURN FURNITURE NOM NOMINAL STRUCT STRUCTURAL OSHA OCCUPACTIONAL SAFETY AND HEALTH ADMINISTRATION s��`k
FLIT FUTURE NT NET SU SOILED UTILITY PS PRODUCT STANDARD OF U.S.DEPARTMENT OF COMMERCEa n
BR BEDROOM SUBFL SUBFLOOR SDI STEEL DECK INSTITUTE " W n
PROJECT ADDRESS
BSMT BASEMENT NTS NOT TO SCALE - y r 2500 WEST SIMS WAY
" kV y
BTWN BETWEEN --(ri-- SUSP SUSPENDED SDI STEEL DOOR INSTITUTE an St o
BUR BUILT UP ROOF(ING) G GROUND __0__ SW SWITCH SMCNA SHEET METAL&AIR CONDITIONING CONTRACTORS
GA GAUGE,GAGE
0/ OVER SYM SYMMETRICAL NATIONAL e PORT TOWNSEND, WA 98363
ASSOCIATION aa� i
GALV GALVANIZED s� e^`' � y
--C- OA OVERALL o
CAB CABINET GAR GARAGE OC ON CENTER --T SSPC STEEL STRUCTURES PAINTING COUNCIL F
GB GRAB BAR T TREAD
TCA TILE COUNCIL OF AMERICA TAX LOT ID#
CALC CALCULATION OCC OCCUPANTS, 3 �� 001-094-003
CB CATCH BASIN, GC GENERAL CONTRACTOR OCCUPANT LOAD, T&B TOP AND BOTTOM UL UNDERWRITER'S LABORATORIES / S r
WISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT ' 3 F�3
GEN GENERAL OCCUPANCY T&G TONGUE AND GROOVE 0 ,
CERAMIC BASE, WSDOH WASHINGTON STATE DEPARTMENT OF HEALTH
CORNER BEAD GFRC GLASS FIBER REINFORCED OD OUTSIDE DIAMETER TB TOWEL BAR
CONCRETE PANEL TEL TELEPHONE WSDSHS WASHINGTON STATE DEPARTMENT OF SOCIAL AND y
CEM CEMENT OF/CI OWNER FURNISHED& 8 5 Project Description
CG CORNER GUARD GFRG GLASS FIBER REINFORCED CONTRACTOR INSTALLED TEMP TEMPORARY, HEALTH SERVICES
TEMPERATURE WWPA WESTERN WOOD PRODUCTS ASSOCIATION
CH COAT HOOK PLASTER, OF/01 OWNER FURNISHED& �y � 2
CAULK ING GLASS FIBER REINFORCED OWNER INSTALLED TER TERRAZZO --SUPPLEMENTAL
PROJECT DESCRIPTION �r
( ) GYPSUM THK THICK NESS a `
CI CAST IRON OFD OVERFLOW DRAIN ( ) A AMP � �� ,� E E
APPROXIMATELY 4588 SF OF TENANT IMPROVEMENTS ON
CIP CAST IN PLACE GI GALVANIZED IRON OFF OFFICE TI TENANT IMPROVEMENT
AN AUDIO VISUAL, ., � � Mill ad � ���° � �� �' {, ��
CJ CONTROL JOINT, GL GLASS OGL OBSCURE GLASS TL TOTAL LOAD AUDIO VISUAL EQUIPMENT t THE SECOND FLOOR OF
AN EXISTING 2 STORY OFFICE
BUILDING.EXISTING SPACE IS SHELL ONLY:
t l 5:
CONSTRUCTION JOINT GLB GLUE LAMINATED BEAM OHDR OVERHEAD DOOR TMPD TEMPERED 3 3 x IMPROVEMENTS
WILL CONSIST OF PARTITIONS,DOORS,
CL CENTERLINE GLULAM GLUE LAMINATED OPH OPPOSITE HAND TO TOP OF 3 �� 3 ' INTERIOR FINISHES,ELEC.AND MECHANICAL
SYSTEMS
CLD CLOTHES DRYER GOUT GOVERNING,GOVERNMENT OPNG OPENING TOB TOP OF BEAM
CLG CEILING GR GROSS OPP OPPOSITE TOC TOP OF CURB,
CLKJ CAULKED JOINT GRLN GRADE LINE ORD OVERFLOW ROOF DRAIN TOP OF CONCRETE
CLO CLOSET GWB GYPSUM WALL BOARD OZ OUNCE TOF TOP OF FOOTING, Project Team
CLR CLEAR GYP GYPSUM TOP OF FLOOR, 6
CMU CONCRETE MASONRY UNIT GYPBD GYPSUM BOARD P__ TOP OF FRAME
CO CLEAN OUT GYPPLAS GYPSUM PLASTER P PAINT(ED), TOS TOP OF SLAB, �SC
e n IHa ARCHITECT
TOP OF STEEL COATES DESIGN, INC
COL COLUMN PANTRY :N.T.S.
CONC CONCRETE -- H__ PC PORTLAND CEMENT TOW TOP OF PALL 710 JOHN NELSON LANE
CONF CONFERENCE H HIGH,
PCC PRECAST CONCRETE TPD TOILET PAPER DISPENSER
CONN CONNECT(ION) HEIGHT PED PEDESTAL TPH TOILET PAPER HOLDER Code Information D ISLAND,WA 98110
CONSTR CONSTRUCTION HB HOSE BIB PERF PERFORATED TV TELEVISION 3 PHONE: (206)780-0876 �
TYP TYPICAL FAX: (206)780-5876 C.0
CONT CONTINUE(OUS) HC HOLLOW CORE, PERM PERMANENT JURISDICTION CONTACT: BOB MILLER-RHEES
CONTR CONTRACTOR HANDICAPPED PERP PERPENDICULAR C�
COORD COORDINATE HDR HEADER PFP PREPARED FOR PAINT --U -- CITY OF PORT TOWNSEND,WASHINGTON
CORR CORRIDOR HDW HARDWARE PIV POST INDICATOR VALVE UC UNDERCOUNTER, CONSTRUCTION TYPE: TENANT 00
COV COVE HDWD HARDWOOD PL PLATE, UNDERCUT 1 S mbol Key
BUILDING CODES TYPE V-B JEFFERSON HEALTH CARE �
CID CEMENT PLASTER HGR HANGER PROPERTY LINE UGND UNDERGROUND 2006 INTERNATIONAL BUILDING CODE(IBC) PHONE:(360)385-2200
X2066
CPT CARPET HM HOLLOW METAL PLAM PLASTIC LAMINATE UNFIN UNFINISHED W/WASHINGTON STATE AMENDMENTS,WAC 51-50 FAX:
(360)385-1396 Q
CRK CORK HNDRL HANDRAIL PLAS PLASTER UNO UNLESS NOTED OTHERWISE
CRL CHAIR RAIL HORIZ HORIZONTAL PLBG PLUMBING UP UTILITY POLE 2006 INTERNATIONAL FIRE CODE(IFC) CONTACT:
DANA MICHELSEN
CS CONCRETE SEALER HR HOURS(FIRE PLYWD PLYWOOD UPC UNIFORM PLUMBING CODE 29.3 W/WASHINGTON STATE AMENDMENTS,WAC 51-54
CSMT CASEMENT RESISTANT RATING) PMTL PAINTED METAL UTIL UTILITY 105A DOOR TAG --———— DATUM 2006 INTERNATIONAL
MECHANICAL CODE(IMC)
CT CERAMIC TILE HT HEIGHT PNT POINT W/WASHINGTON STATE AMENDMENTS,WAC 51-52 OWNER
CTR CENTER HVAC HEATING,VENTILATION, PF, POWER POLE --V-- 19,6" 2006 UNIFORM PLUMBING CODE(UPC) VERN GARRISON
_0
&AIR CONDITIONING PR PAIR V VOLT(AGE) SPOT ELEVATION W/WASHINGTON STATE AMENDMENTS,WAC 51-56&WAC 51-57 714 P STREET
D__ HWT HOT WATER TANK PREFAB PREFABRICATE VCT VINYL COMPOSITION TILE OFFICE 2006 WASHINGTON STATE ENERGY CODE,WAC
51-11 PORT TOWNSEND,WA 98363
D DEEP, PRELIM PRELIMINARY VEH VEHICLE 105 ROOM NAME&NUMBER 2006 WASHINGTON STATE VENTILATION CODE,WAC 51-13 PHONE:(360)379-0548
DRYER -- I -- PRKG PARKING VEND VENDING MACHINE
DBL DOUBLE IBC INTERNATIONAL PROP PROPERTY VERT VERTICAL ACCESSIBILITY W
DEMO DEMOLISH(TION) BUILDING CODE PSF POUNDS PER SQUARE FOOT VEST VESTIBULE D14 KEYNOTE TAG
DEPT DEPARTMENT ID INSIDE DIAMETER, PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD 2006 IBC CHAPTER 11 n1
y
DET DETAIL INSIDE DIMENSION PT PRESERVATIVE TREATED, VTO VENT TO OUTSIDE 4 RISERS u@" ICC/ANSI Al17.1-2003(REFERENCED BY IBC)
w/ 0
DF DRINKING FOUNTAIN IFC INTERNATIONAL PRESSURE TREATED, VTR VENT THROUGH ROOF UP STAIR/RAMP DIRECTION U
Q
DIA DIAMETER FIRE CODE POST TENSIONED VWC VINYL WALL COVERING /__11
FINISH TAG 3 RUNS @'"
DIM DIMENSION IIC IMPACT INSULATION CLASS PTD PAPER TOWEL DISPENSER BUILDING CODE DATA: ^ U
DISP DISPOSAL-IN SINK IMC INTERNATIONAL PTDWR PAPER TOWEL DISPENSER __W__ 9'-6" CEILING HEIGHT Drawing
Index
DL DEAD LOAD MECHANICAL CODE &WASTE RECEPTACLE W WEST, CPT VINYL FLOOR FINISH TAG OCCUPANCY GROUP: 7
V♦
DN DOWN IN INCH(ES) PTN PARTITION " +�
DR DOOR, INC INCREASE PVC POLYVINYL CHLORIDE, WIDE, BUSINESS GROUP B Q
WASHING MACHINE ARCHITECTURAL J
DINING ROOM, INCL INCLUDE(D)(ING) POLYVINYL CHLORIDE PIPE W/ WITH PROFESSIONAL OFFICES
DRAIN INFO INFORMATION PVD PROVIDE W/D WASHER&DRYER 5 REVISION CLOUD A6.3 DETAIL INDICATOR (304.1)
AO COVER SHEET,PROJECT INFORMATION
Al OVERALL FLOOR PLAN,SECTION,DOOR SCHEDULE,AND Q
DS DOWNSPOUT INSTL INSTALL(ATION) PVG PAVING W/0 WITHOUT
DW DISHWASHER INSUL INSULATION PVR PAVERS WC WATER CLOSET, PARTITION&SUS.CLG.DETAILS 06
VV W �
DWG DRAWING INT INTERIOR. WALL COVERING NORTH
BUILDING HEIGHTS AND AREA: Q
DWR DRAWER --Q-- WD WOOD — — A4 2 BUILDING SECTION
--J-- QT QUARRY TILE WDW WINDOW ALLOWED (TABLE 503) _
-- E-- JAN JANITOR(CLOSET) QTY QUANTITY WF WIDE FLANGE NORTH ARROW
E EAST JBOX JUNCTION BOX WH WATER HEATER HEIGHT: 2 STORIES(33'6°) z
(E) EXISTING JT JOINT --R-- WIC WALK-IN CLOSET 3 AREA: 9,000 sf/FLOOR(18,000 sf TOTAL)
EA EACH R RISER, WM WIRE MOLD, WALL SECTION
EC EDGE OF CURB __K__ RANGE, WATER METER, A A5.2 �� (� •—
EE EACH END KID KILN DRIED RADIUS WIRE MESH BASEMENTS NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE L
EF EACH FACE KIT KITCHEN R/S ROD&SHELF WP WORK POINT, (V
EJ EXPANSION JOINT WATERPROOFING, 1 GRID LINE AREA PROVIDED THEY DO NOT EXCEED THE AREA PERMITTED FOR
KW KILOWATT RA RETURN AIR 3 EXTERIOR ELEVATION A ONE-STORY BUILDING" 503.1.1 506.1.1 W -�
EL ELEVATION RB RESILIENT BASE WEATHER PROOF 1 A3.4 -or-SINGLE INTERIOR ELEVATION ( )
ELEC ELECTRICAL L__ RCF RAISED COMPUTER FLOOR WPM WATERPROOF MEMBRANE (WHERE A BASEMENT IS THAT PORTION OF A BUILDING
THAT IS PARTLY LL W
ELEV ELEVATOR L LEFT, RCP REFLECTED CEILING PLAN WR WATER REPELLENT, 1 OR COMPLETELY BELOW GRADE PLANE AND FLOOR ABOVE
IS NOT MORE
EMER EMERGENCY RD ROOF DRAIN WATER RESISTANT O u- d-
LONG, WRB WATER RESISTANT BARRIER 1 THAN 6 FT.ABOVE GRADE PLANE FILE
� W C'7ENCL ENCLOSE(D)(URE) REBAR REINFORCING BAR
)
EOP EDGE OF PAVEMENT ANGLE REC RECESSED WSEC WASHINGTON STATE ENERGY CODE 4 2 MULTI INTERIOR ELEVATION
..1..
EOS EDGE OF SLAB LAB LABORATORY RECPT RECEPTACLE WSVIAQC WASHINGTON STATE VENTILATION A7.3 EXISTING: ••1••
� 00
EP ELECTRICAL PANELBOARD LAM LAMINATE(D) REF REFERENCE, &INDOOR AIR QUALITY CODE
WALL SIZE NOTICE:Plans are approved excepting
WSCT WAINSCOT �� 3
EQ EQUAL LAU LAUNDRY REFRIGERATOR any errors or omissions. All work must
EQUIP EQUIPMENT REINF REINFORCE(D)(ING) WT WEIGHT HEIGHT: 2 STORIES WITH FULL BASEMENT pass inspection
in conformance with z
LAV LAVATORY WWF WELDED WIRE FABRIC SHEAR WALL TYPE i S-1 2x4
ESCAL ESCALATOR REQD REQUIRED all applicable codes and regulations. O
LB(S) POUND(S) WALL TYPE w� PARTITION TYPE AVERAGE BUILDING HEIGHT TO TOP OF ROOF =32
EST ESTIMATE(D) LDG LANDING RESIL RESILIENT U m
EW EACH WAY REST RESTROOM --SYMBOLS-- c 00
EWC ELECTRIC WATER COOLER LINO LINOLEUM RESLIENT CHANNEL TYPE — RC-1 R-1
LL LIVE LOAD RET RETAINING & AND �� AREA: FLOOR 1 = 6,020 sf ,APPROVED � U) CIJ �
EWH ELECTRIC WATER HEATER LOC LOCATION REV REVISED(ION), L ANGLE INSULATION L z
EXH EXHAUST RH ROBE HOOK < CENTERLINE Date:
LPT LOW POINT FLO R 2=5 930 sf i • n• l® o
EXIST EXISTING RM ROOM ^ DEGREE
EXP EXPOSED, LR LIVING ROOM U
SEE A2.3 Permit R1o• 3 w �
LRG LARGE RO ROUGH OPENING DIAMETER MATCH LINE TOTAL= 11950 sf w o
EXPANSION RP RADIUS POINT FOOT(FEET) By: �
EXT EXTERIOR LT LIGHT RS ROUGH SAWN " INCH MATCH LINE (BASEMENT AREA=6,128 sf< 9,000 sf) Building
o 0
LTG LIGHTING
LVR LOUVER RT RIGHT # NUMBER
NOTE: aTYOFPORTTOWNSEND � z
__F__ RVL REVEAL POUND 1) ENSURE THAT GRADE PLANE AND FLR-1 FIN, FLR. ELEV. DIFFERENCE DOES NOT EXCEED 6 FT. (FLOOR 1 0
FA FIRE ALARM % PERCENT
FAAP FIRE ALARM ANNUNCIATOR �-M_- __g__ SQUARE FIN. FLR ELEV= 237 FT.AND GRADE PLAN =231 FT. =6 FT. �,
.D
PANEL M&s MIRROR&SELF 2) FLR-1 FINISHED FLOOR SURFACE IS NOT MORE THAN 6 FT.ABOVE FINISHED GROUND LEVEL [�
E [� `�
FCIO FURNISHED BY CONTRACTOR MACH MACHINE S SOUTH,
MAINT MAINTENANCE SINK FOR MORE THAN 50%OF BUILDING PERIMETER. D0
&INSTALLED BY OWNER S/R SHELF&ROD 3 FINISHED GROUND LEVEL AT 225 FT. FLR-1 FINISHED FLOOR SURFACE AT 237 FT. = 12
MATL MATERIAL
FD FLOOR DRAIN SAN SANITARY )
MAX MAXIMUM
FDC FIRE DEPARTMENT SC SOLID CORE
CONNECTION MB MACHINE BOLT DEC _ f" (}
MBR MASTER BEDROOM SCD SEAT COVER DISPENSER
OCCUPANT LOAD:
FDTN FIRE DAMPER MC MEDICINE CABINET SCHED SCHEDULE BUSINESS AREAS (OFFICES) = 100 sf GROSS/PERSON (TABLE 1004.1.2) CITY
aF pooSD aWNs>N�
FDTN FOUNDATION MDO MEDIUM DENSITY OVERLAY SD SOAP DISH,
FDV FIRE DEPARTMENT VALVE MECH MECHANIC(AL) SOAP DISPENSER
FE FIRE EXTINGUISHER MED MEDIUM STORM DRAIN (GROSS FLOOR AREA EXCLUDES VENT SHAFTS)
FEC FIRE EXTINGUISHER CABINET MEDS MEDICINE,MEDICAL SEAL SEALER(ANT) A�o
FF FACTORY FINISH, MEMB MEMBRANE SECT SECTION FLOOR 1: 6,020-50 = 5,970/ 100 =60
FINISH FACE MEZZ MEZZANINE SEP SEPARATION
FFEL FINISHED FLOOR ELEVATION MFR MANUFACTURER SF SQUARE FEET FLOOR 2: 5,930-50=5,880/ 100= 59
FH FIRE HYDRANT BASEMENT;6,128-50=6,078 1 100=61
EXISTING TRUSS
EXISTING TRUSS
I
OPEN FOR AIR FLOW(PLENUM RETURN)
W
F-- ACOUSTIC BATT.TYP.
a �
w tr ,. BLOCKING FOR CEILING x LL •'
'' ''' ' • W . .5 WALL MOLDINGS: O > .;;.; w BLOCKING FOR CEILING
L
WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZ.FLANGE 2"WIDE,UNLESS ALTERNATE METHODS ARE O in w � 0
APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT&THE DESIGNER OF RECORD. 2 X 4 INTERIOR FRAMING
ui
ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING,THE OTHER END SHALL HAVE �� `' 2 X 4 INTERIOR FRAMING o `L t
;m
A 314"CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN-ATTACHED WALLS.THE GRID SHALL BE LL_- 16"OC TYPICAL(PARTITION " 16"OC TYPICAL(PARTITION
ATTACHED AT TWO ADJACENT WALLS o HEIGHT I V-0"APPROX) 9092 REGISTERED
HEIGHT 11'-0"APPROX) -
' 5/8"PAINTED GWB TYP.
ARCH
5/8"PAINTED GWB TYP.
RC-1 CHANNELS ON ONE SIDE
D 90°,TYP.
901, + +
TYP. ACOUSTIC BATT.TYP.
MATMEW G COATES
LATERAL FORCE BRACING:RIGID .. STATE OF WASHINGTON
d VERT.STRUT.&SPLAY WIRES,TYP. ,; GENERAL NOTE:
0
SEALANT @PERIMETER-TYPICAL SEALANT @ PERIMETER-TYPICAL 1. ALL NEW AREAS TO GET CARPET TO MATCH EXIST.
WALL MOLDING,TYP.
2. PAINT TO MATCH EXIST.
PERIMETER, AX.,TY , TYP FULL HGT. PARTITION TYP. SOUND PARTITION 3. WINDOW TRIM TO MATCH EXITING (GYPSUM WALL BOARD
8",MAX.,TYP.
SCALE:3"=1'o" SCALE:3"=1'-0° LINER 3 SIDES, WOOD SILL)
6'-0',MAX. 12'-0",O.C.
ALL PENETRATIONS,INCLUDING COLUMNS
PLAN AND SPRINKLER HEADS SHALL HAVE O DOOR ROOM DOOR FRAME DETAILS HARDWARE RATINGS REMARKS
MINIMNUM ESCUTCHEON PLATES ALLOWING
V FREE MOVMENT IN ALL HORIZONTAL
DIRECTIONS. NUMBER NUMBER NAME TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH
JAMB HEAD SILL GROUP GLAZING SMOKE FIRE
NOTE: 200 200 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V NR NR
NEW WORK AR SECOND LEVEL ONLY 213 213 STORAGE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V _ 1/3 HR 1/3 HR SELF
CLOSING,SELF LATCHING,SMOKE GASKETS
INCLUDES PARTITIONS(AS NOTED ON PLAN) 214 214 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V - NR NR
c� ACOUSTICAL CARPET,PAINT,&CEILINGS. 215 215 OFFICE 1 3-0 7 0 1.75 WD S&V 1 WD S&V NR NR
�r CEILING TILE - - _ _ _
w; 6„°R DESIGN/BUILD MECHANICAL&DESIGN/BUILD
FLi LESS SEISMIC CONTROL JOINT ELECTRICAL S&V 216 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V -
NR NR
z AREAS OVER 2,500 SF 217 217 OFFICE 1 3%0" 7'-0" 1.75 WD S&V 1 WD S&V - - - NR NR
LL 45°OR LESS _ -
218 218 OFFICE 1 3'-0" 7'-0" 1.75 WD S&V 1 WD S&V - - - NR NR
ELEVATION 12 GA.VERTICAL 219 219 OFFICE 1 3%0" 7'-0" 1.75 WD S&V 1 WD S&V
NR NR
WIRE HANGER @ 220 220 OFFICE
LATERAL FORCE BRACING 4'-0"O.C.ALONG 1 3'-0" 7'-O" 1.75 WD S&V 1 WD S&V - - - NR NR
EA.MAIN RUNNER NR NR `
REQUIREMENTS: 221 220 DROP-IN WORKSTATIONS 1 3'0" 7'0" 1.75 WD S&V 1 WD S&V
LATERAL FORCE BRACING IS SCREW FASTEN TO
REQ'D FOR CEIL'GS 0/1,000 SQ.FT.& STRUCTURE ABOVE. 222 220 LARGE CONFERENCE 1 3'-0" T-0" 1.75 WD S&V 1 WD S&V NR
NR
POWER-ACTUATED
NOT REQ'D FOR CEILING LESS THAN FASTENERS NOT
1,000 SQ.FT.PROVIDED THEY ARE ACCEPTABLE. PLATE
SURROUNDED BY FOUR WALLS mo
co
BRACED TO STRUCTURE,SEE ASCE RIGID VERTICAL
7-02 9.6.2.6.2.2.ITEM C. STRUT
PLAN LEGEND ABBREVIATIONS ch
00
I I WALL TYPE DESCRIPTION F.E. FIRE EXTINGUISHER 0
SUSPENDED ACOUSTIC 1 HR FIRE RATED PARTITION WD WOOD
POWER-ACTUATED FASTENERS: sS CEILING(TYP.) NR NEW WALL NR POWER ACTUATED FASTENERS ARE
I I NON-RATED Q
NOT ACCEPTABLE FOR ANY LOADS EXISTING WALL S&V STAIN&VARNISH
UNDER TENSION,I.E.HANGER WIRES " o
I I 4 EXIT SIGN ® 113 HR 20 MIN FIRE RATING
AND TOP TRACK OF �� °� A-1
SOFFITS/SUSPENDED PARTITIONS. CEILING TILE
LATERAL BRACE:
w
SPLAY WIRE BRACING: 25 GA.VERT.METAL STUD I J
SPLAY WIRES ARE TO BE STRUT(COMPRESSION
FOUR 12 GA.WIRES ATTACHED TO THE POST)@ 12'-0"O.C.STRUTS I I cn
MAIN BEAM.WIRES ARE ARRAYED 900 MUST BE POSITIVELY I I
FROM EA.OTHER&AT AN ANGLE NOT ATTACHED TO THE I I
EXCEEDING 45°FROM THE PLANE OF SUSPENSION SYSTEMS& — STAIR 0
CEILING. STRUCTURE ABOVE SECOND LEVEL STAIR SPLAY WIRES ARE TO BE WITHIN
2"OF THE CONNECTION OF
THE VERTICAL STRUT TO O o O
SUSPENDED CEILING
CEILING TILE 5
MEN O Q
O WOMEN U
HEAVY DUTY ��
OFFICE OFFICE U
CLASIFICATION CEILING �'• \�� 217 216 OFFICE OFFICE
GRID �'%' io DN 0 E 208 207 OFFICE O
i
CROSS TEE �%!! • .���� � ��
DN s ''^^
. .
E 1 WAITING ®, WAITING V/ �---
5 217 216 E E
o ® -�
4 _
F.E. �..�,.� E.L, HALL NEW DOOR IN EXIST 1ij S�. Q
E 06 w
MAIN BEAM ® E �r 223 HOUR FIRE RATED (�I�' >
PARTITION = Q
OFFICE OFFICE //--��
MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS FOR 1"METAL STUDS: 0 218 E 213 IS E 205 .ice
1 5/8'METAL STUD(25 GAGE)UP TO 6'-2"
21/2'METAL STUD(25 GAGE)UP TO 10'-6" OL MAIN LEVEL D T GE E
5 218
NOTES: I CONF. ca
1. A STRUT,WITH STIFFNESS ADEQUATE TO RESIST THE VERTICAL LOADS IMPOSED, __ ._.. O
SHALL BE ATTACHED TO THE SUSPENSION SYSTEM&TO THE STRUCTURE ABOVE AT a 0O� I COP 12FAX
20
l
EACH BRACING LOCATION. � � O O OO
219 REMOVE PORTION I I KITCHEN STORAGE U� ■L
2. HORIZONTAL RESTRAINTS SHALL BE NO MORE THAT 12 FEET ON CENTER IN EACH OF EXIST. 214 213 S �/
DIRECTION AND THE FIRST POINT SHALL BE WITHIN 6 FEET OF EACH WALL. o
3. SPREADER(SPACER)BARS OR OTHER MEANS APPROVED BY THE LOCAL BUILDING
OFFICE - .-
219 �. f E.PANEL OFFICE LLI .�
DEPT.SHALL BE USED TO PREVENT ENDS OF MAIN BEAMS AT PERIMETER WALLS FROM 4 I � � ' �' ci_,' I LE/STOR
CONF.
SPREADING OPEN DURING A SEISMIC EVENT.PERIMETER WIRES SHALL NOT BE USED SF?t�1C1 �__; 210 204
IN LIEU OF SPREADER BARS,SEE CISCA zones 34. 0 5 TYP• r ( I� 211
-: AL k
4. LIGHT FIXTURES&MECHANICAL SERVICES:ATTACH PER"GUIDELINES FOR SEISMICU- "It
RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES-SEISMIC ZONES DROP-IN WORKSTATION REMOVE EXIST.
3&4,MAY ON( IS MOST CURRENT)BY CEILING&INTERIOR SYSTEMS CONSTRUCTION 22O 221 221 DOORS/FRAME I NE*D009IN PYIOT'•WALL
I F = h � W co
ASSOCIATION(CISCA). I a � REMOVE C
5. SUSPENDED CEILING INSTALLATION SHALL BE INSTALLED PER IBC 2003,NORTHWEST o OFFICE INFILL EXIST. — -AREA
a0
z2o -� f ;L.. CAPE OPENING ... I I OR III
22 EXIST DO OF WORK E
C� - 1 —I. I r I &WALL
WALL&CEILING BUREAU'S FIELD TECHNICAL GUIDE#401,ASTM C 635&ASTM C636, o� J
ASCE 7-02&CISCA zones 3-0. � � I OFFICE Z
— — — -
6. SEISMIC SEPARATION JOINTS:FOR CEILING EXCEEDING 2500 SQ.FT,A SEISMIC JOINT — -1.. J I + �' + I I { 200
E E 203 O
OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED 4
UNLESS ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM,CLOSURE BASEMENT LEVEL I f I I -� I - f f I
I 1 I }
I f { ILA GE CONFERENCE L_ _ °—°
U
ANGLES&PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE,SEE ACSE 7-02 ITEM �
9.6.2.6.2.2D.
OFFICE OFFICE OFFICE Y 200 201 202 �w Z
7. CHANGES IN CEILINGS PLANES WILL REQUIRE POSITIVE BRACING,SEE ACSE 7-02 -- --- T L _I1
-- -- 5t`4�TlbK �. I
_ --
9.6.2.6.2.2 ITEM F.
O tg ..... ..116
8. PARTITIONS THAT THE CEILING AND ALL PARTITIONS GREATER THAN 6 W O
FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE.BRACING SHALL L J_ L J' L J' L 1 L_ 1 L J 1 u
LU U_
BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM,SEE IBC 1621.1.2. I P , POST SIGN:"MAXIMUM U Z
N I 1 OCCUPANT 49 PERSONS"
I i FERQ 3> gM� L t ELk4 c 0
�- — — -AREA OF WORK I _� 90 FRFLM�t�G It�ISF�C-7L0�( Vim(-- 'cu >
� �+•ftt1E >�'�t�G£IVED � !'�PP(c�JV'� � � rY
C.oh�t-r���w�G '� �� ;� ,. {��. � �00 1��;�v NORTH
3 SEISMIC BRACING @SUS. CLG. 2 Buildin Section Throu h Exist. Structure Partial Floor Plan
SCALE:NOT TO SCALE SCALE: 1/4"=1'-0" SCALE:118"=1'-0'°
FIB. COPS